Dr. Venkata Narasimha Reddy G

Size: px
Start display at page:

Download "Dr. Venkata Narasimha Reddy G"

Transcription

1 Dr. Venkata Narasimha Reddy G B.Tech., M.Tech., Ph.D., Post Doc.(FIU, USA) Professor MIGS, AMIE, MISTE, C. Eng, MISSMGE Civil Engineering Areas of Interest: Soil Reinforcement Geoenvironmental Engineering Specialized in Geotechnical Engineering. Research interests included Reinforced soil, Geoenvironmental and Geotechnical Earthquake Engineering. Published over 22 papers in International / National, Journals / Conference. Has over 15 years of academic, research and Industrial Experience - Educational & Professional - Academic Qualifications - Ph.D in Geotechnical Engineering, JNTU hyderabad ( ) - M.Tech. in Geotechnical Engineering, (KREC) NITK Surathkal with First Class with Distinction ( ) - B.Tech. in Civil Engineering, (REC) NIT WARANGAL with First Class with Distinction ( ) Professional Experience - Industrial Experience - Design Engineer, MC Consulting Engineers (P), Ltd, Hyderabad, AP, INDIA ( ) - Teaching Experience - Lecturer, Vasavi College of Engineering, Hyderabad, AP, INDIA ( ) - At JNTUH - Associate Professor, JNT University Hyderabad, AP, INDIA ( Till Date) - Assistant Professor ( Senior Scale), JNT University Hyderabad, AP, INDIA ( ) - Assistant Professor, JNT University Hyderabad, AP, INDIA ( )

2 - Research - Research Projects - Scientific Study on Slope Stability of Overburden Dump along with fly ash/pond Ash as admixture at Bhupalpalli Opencast Mine SCCL as Joint Project of NIT Rourkela and JNTU Hyderabad, funded by C-FARM, New Delhi - Rs.6,65, (sanctioned in 2012 duration of 3 years) - Environmental Engineering- Remediation of Soil and Water, funded by UGC, New Delhi, INDIA - Rs.32,00,000 (sanctioned in 2007 duration of 5 years) - Publications - International Journals - Narasimha Reddy, G.V. et.al, Analysis of Reinforced Soil Wall: Effect of Kinematics and Non-linear Backfill Response, Indian Geotechnical Conference, IGC, pp , IIT Bombay, Mumbai., Narasimha Reddy, G.V. et.al, Analysis of Reinforced Soil Wall based on Kinematics - Effect of Transverse Displacement, International Journal of Geotechnical Engineering, J. Ross Publishing, Inc, USA, ISBN No , Vol No.2, Issue No.2, pp , J. Ross Publishing, Inc, USA, Narasimha Reddy, G.V. et.al, Pseudo-Static Seismic Analysis of Reinforced Soil Wall -Effect of Oblique Displacement, Geotextile and Geomembranes, ISBN No , Vol No.26, Issue No.5, pp , Elsevier, Narasimha Reddy, G.V. et.al, Kinematics and Analysis of Reinforced Soil Wall â Linear Backfill Response, International Journal of Geotechnical Engineering, ISBN No , Vol No.3, Issue No.1, pp.39-50, J. Ross Publishing, Inc, USA, Narasimha Reddy, G.V. et.al, Pseudo-Dynamic Analysis of Reinforced Soil Wall Subjected to Oblique Displacement, Geosynthetics International, ISBN No , Vol No.16, Issue No.2, pp.61-70, Thomas Telford, Narasimha Reddy, G.V. et.al, Interference Between Adjacent Footings on Sand, International Journal of Advance Engineering Research and Studies, ISBN No , Vol No.1, Issue No.6, pp.95-98, Narasimha Reddy, G.V. et.al, Effect of Ground Moisture on Spread of Contaminants in Sand Deposit- An Experimental Study, International Journal of Earth Sciences and Engineering, ISBN No , Vol No.5, Issue No.6, pp , CAFET-INNOVA Technical Society, 2012

3 - International Conference - Narasimha Reddy, G.V. et.al, Analysis of Reinforced Soil Wall Considering Stress Dependent Angle of Shearing Resistance, Proceedings of 8th International Symposium on Lowland Technology, ISBN No , pp , Bali, INDONESIA., September, Pseudo-Dynamic Analysis of Reinforced Soil Wall- Effect of Kinematics of Sliding Mass Considering Linear Backfill Response, Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering, ISBN No.10: &13: , pp , ALEXANDRIA, EGYPT, October, 2009

4 - National Conference - Narasimha Reddy, G.V. et.al, Effect of Stress Dependent Angle of Shearing Resistance on the Stability of Reinforced Soil Wall, 1st Young Geotechnical Conference of A.P (YGeoTech 2012), Hyderabad, AP, INDIA, Narasimha Reddy, G.V. et.al, Repair and Rehabilitation of Reinforced Concrete Beams (Structures)â A Literature Review, Recent Advances in Structural Engineering, pp , OU, Hyderabad, AP, INDIA, Narasimha Reddy, G.V. et.al, Slope Stability of Dump with Pond Ash as Admixture in Opencast Coal mine- A Case Study, Workshop on Clean Mining Technologies- Extraction, Beneficiation, & Use, Bhubaneswar, INDIA, Narasimha Reddy, G.V. et.al, Effect of Oblique Pull on Reinforced Soil Wall Stability, National Workshop on Geotechnical Engineering for Infrastructural Development, pp.8-15, Mysore., Narasimha Reddy, G.V. et.al, Effect of Admixtures on Clay Liner in Sorbing Nickel, Indian Geotechnical Conference (GEOTIDE), pp , Guntur, AP, India., Narasimha Reddy, G.V. et.al, Critical Failure Plane in Reinforced Soil Walls, Symposium on Engineering of Ground and Environmental Geotechnics(S EG2), pp , JNTUCE, Hyderabad, India., Narasimha Reddy, G.V. et.al, Pseudo-Static Analysis of Reinforced Soil Wall- Effect of Kinematics of Sliding Wedge Considering Linear Backfill Response, Indian Geotechnical Conference, 17-19, December, (GEOAGE-2008),, pp , IISc, Bangalore, India., Narasimha Reddy, G.V. et.al, First Indian Geotechnical Engineers Conference Coherent Gravity Approaches using HSM, First Indian Geotechnical Engineers Conference, pp , JNTUCE, Hyderabad, India, Narasimha Reddy, G.V. et.al, Design Charts for Stability of R.E. Walls using Horizontal Slice Method, National Conference on Corrective Engineering Practices in Troublesome Soils (CONCEPTS), pp.15-18, JNTUCE, Kakinada, AP, India., - Narasimha Reddy, G.V. et.al, Design Charts for Pseudo-Static Seismic Stability of R.E. Walls using Horizontal Slice Method, Indian Geotechnical Conference (GEOINDEX), pp , IIT, Chennai, India., - Narasimha Reddy, G.V. et.al, Modelling of Leachate Flow- A Review, National Conference on Geotechnics in Environmental Protection-31, MNIT, Allahabad, UP, India., Narasimha Reddy G V, et.al. Pollutant Spread in Layered Soil, Indian Geotechnical Conference, pp , REC Warangal, AP, India, December, Narasimha Reddy, G.V. et.al, Cost Effective Containment of Industrial Waste, National Conference on Advanced Trends in Mechanical Engineering Research and Development, pp , JNTUCE Anantapur, AP, India., Narasimha Reddy, G.V. et.al, Uplift Behaviour of Granular Pile- Anchors in Expansive Soils, Indian Geotechnical Conference, IGC- 2000, ISBN No , pp , IIT Bombay, India, December, 2000

5 - Teaching - Surveying-I & II in Civil Engineering I &II (B.Tech-II Y) - Advance Foundation Engineering in Civil Engineering I (B.Tech.-IV ) - Geotechnical Earthquake Engineering in Geotechnical Engineering II (M.Tech.(GTE) - Earth Retaining Structures in Geotechnical Engineering I (M.Tech.(GTE) - Ground Water Contamination and Remediation in Geotechnical Engineering II (M.Tech.(GTE) - Geoenvironmental Engineering in Geotechnical Engineering I (M.Tech.(GTE) - Ground Improvement Techniques in Civil Engineering I (B.Tech.-IV ) - Foundation Engineering in Civil Engineering II (B.Tech.-III) - Geotechnical Engineering in Civil Engineering I (B.Tech-III ) - Adminstrative Positions Held - Hostel Manager, JNTUH College of Engineering, Hyderabad, 30 Jul Present - EAMCET-2012 Coordinator, JNT University Hyderabad, 28 Oct Sep EAMCET-2013 Coordinator, JNT University Hyderabad, 22 Nov Jul Officer In- charge of Examination, JNTUH College of Engineering, hyderabad, 22 May Oct Addl. Controller of Examination, JNT University Hyderabad, 06 Oct Sep Dy. Warden, JNTUH College of Engineering, hyderabad, 02 Mar Mar 2007

6 - Project/Research Guidance - Students Student Name Title Year Download Govinda Rao, P Determination of Shear Parameters using Simple Shear Test 2013 Analysis of Reinforced Soil Wall Krishna Karthik, S. considering stress dependent angle of 2012 shearing resistance. Sreenivasulu, J. Sorption Studies on Lead Contaminated soil 2009 Bala Padmaja, S Effect of Nickel Contaminant on Sorption Capacity in Clay Soil 2009 Kathyayani, B.K A Study on Solid Waste Management and Design of Engineered landfill and Composting in L.B. Nagar Municipality Narasimha Rao, D. Liquefaction studies on stabilized flyash Lakshmi, I Stabilisation of Expansive Soil with Ferric Chloride and Rice Husk Ash Jyothirmai, M. Stabilisation of Expansive Soil with Aluminium Chloride and Rice Husk Ash Sorption of Copper and Chromium Mallikarjuna Rao, B metal contaminant in Soil 2005 Sorption of Cadmium and Manganese Sujeeth Kumar, B.V. metal contaminant in Soil Consultancy - Active member of Geotechnical Counsultancy division of Civil Engineering Departments which is generating cuonsultancy amount of Rupees three Millions per Annum for the JNTUH College of Engineering Hyderabad. - Countries/Foreign Universities - Technology and Science, INDONASIA, to Contact :

7 Dr. Venkata Narasimha Reddy G Civil Engineering Official gvnreddy@jntuh.ac.in Phone:

Geotechnical Earthquake Engineering

Geotechnical Earthquake Engineering Geotechnical Earthquake Engineering by Dr. Deepankar Choudhury Humboldt Fellow, JSPS Fellow, BOYSCAST Fellow Professor Department of Civil Engineering IIT Bombay, Powai, Mumbai 400 076, India. Email: dc@civil.iitb.ac.in

More information

9/23/ S. Kenny, Ph.D., P.Eng. Lecture Goals. Reading List. Students will be able to: Lecture 09 Soil Retaining Structures

9/23/ S. Kenny, Ph.D., P.Eng. Lecture Goals. Reading List. Students will be able to: Lecture 09 Soil Retaining Structures Lecture 09 Soil Retaining Structures Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland spkenny@mun.ca Lecture Goals Students

More information

IGC. 50 th INDIAN GEOTECHNICAL CONFERENCE PSEUDOSTATIC SEISMIC ASSESMENT OF SLOPES AND ITS REMEDIATION

IGC. 50 th INDIAN GEOTECHNICAL CONFERENCE PSEUDOSTATIC SEISMIC ASSESMENT OF SLOPES AND ITS REMEDIATION 50 th IGC 50 th INDIAN GEOTECHNICAL CONFERENCE 17 th 19 th DECEMBER 2015, Pune, Maharashtra, India Venue: College of Engineering (Estd. 1854), Pune, India PSEUDOSTATIC SEISMIC ASSESMENT OF SLOPES AND ITS

More information

UPLIFT CAPACITY OF PILES SUBJECTED TO INCLINED LOAD IN TWO LAYERED SOIL. Dr. Sunil S. Pusadkar 1, Sachin Ghormode 2 ABSTRACT

UPLIFT CAPACITY OF PILES SUBJECTED TO INCLINED LOAD IN TWO LAYERED SOIL. Dr. Sunil S. Pusadkar 1, Sachin Ghormode 2 ABSTRACT 50 th IGC 50 th INDIAN GEOTECHNICAL CONFERENCE 17 th 19 th DECEMBER 2015, Pune, Maharashtra, India Venue: College of Engineering (Estd. 1854), Pune, India UPLIFT CAPACITY OF PILES SUBJECTED TO INCLINED

More information

Centrifuge modelling of municipal solid waste landfills under earthquake loading

Centrifuge modelling of municipal solid waste landfills under earthquake loading Centrifuge modelling of municipal solid waste landfills under earthquake loading N.I. Thusyanthan Ph.D research student, Schofield Centre, University of Cambridge, Cambridge, CB3 0EL, UK. Email: it206@cam.ac.uk

More information

Geotechnical Earthquake Engineering

Geotechnical Earthquake Engineering Geotechnical Earthquake Engineering by Dr. Deepankar Choudhury Humboldt Fellow, JSPS Fellow, BOYSCAST Fellow Professor Department of Civil Engineering IIT Bombay, Powai, Mumbai 400 076, India. Email: dc@civil.iitb.ac.in

More information

Velammal Engineering College Department of Production Engineering

Velammal Engineering College Department of Production Engineering Velammal Engineering College Department of Production Engineering Name & Photo : Dr. P. JAWAHAR Designation: Qualification : Area of Specialization : Teaching Experience : Assistant Professor III & Head

More information

NPTEL Video Course on Geotechnical Earthquake Engineering

NPTEL Video Course on Geotechnical Earthquake Engineering NPTEL Video Course on Geotechnical Earthquake Engineering by Prof. Deepankar Choudhury Professor, Dept. of Civil Engg., Indian Institute of Technology (IIT) Bombay Powai, Mumbai 400076, India. Email: dc@civil.iitb.ac.in

More information

Engineer. Engineering. Engineering. (in-ja-neer ) A person trained and skilled in any of the various branches of engineering: a civil engineer

Engineer. Engineering. Engineering. (in-ja-neer ) A person trained and skilled in any of the various branches of engineering: a civil engineer Engineer (in-ja-neer ) A person trained and skilled in any of the various branches of engineering: a civil engineer (Random House Webster s College Dictionary, 1991) CE100 Introduction to Civil Geotechnical

More information

Geotechnical and Geoenvironmental Engineering Research Group

Geotechnical and Geoenvironmental Engineering Research Group Geotechnical and Geoenvironmental Engineering Research Group At the Geotechnical and Geoenvironmental Engineering Research Group, School of Engineering. Edith Cowan University, we work on providing practical

More information

CURICULUM VITAE. 5. Computer applications in Geotechnical Engineering for Masters Students in the evening program.

CURICULUM VITAE. 5. Computer applications in Geotechnical Engineering for Masters Students in the evening program. CURICULUM VITAE Dr. AMANULLAH MARRI Office Tel. No. (92-21) 99261261-8 ext. 2613 Cell: 03333512240 Email: amanmuri@neduet.edu.pk, amanmarri@yahoo.com Home C-24 Block-C NED University Staff colony Cell:

More information

Analysis of Inclined Strip Anchors in Sand Based on the Block Set Mechanism

Analysis of Inclined Strip Anchors in Sand Based on the Block Set Mechanism Analysis of Inclined Strip Anchors in Sand Based on the Block Set Mechanism S. B. Yu 1,a, J. P. Hambleton 1,b, and S. W. Sloan 1,c 1 ARC Centre of Excellence for Geotechnical Science and Engineering, The

More information

PRINCIPLES OF GEOTECHNICAL ENGINEERING

PRINCIPLES OF GEOTECHNICAL ENGINEERING PRINCIPLES OF GEOTECHNICAL ENGINEERING Fourth Edition BRAJA M. DAS California State University, Sacramento I(T)P Boston Albany Bonn Cincinnati London Madrid Melbourne Mexico City New York Paris San Francisco

More information

Profile... Dr. K. Venkata Rao Associate Professor Mechanical Engineering Department

Profile... Dr. K. Venkata Rao Associate Professor Mechanical Engineering Department Profile... Dr. K. Venkata Rao Associate Professor Mechanical Engineering Department Academic Record Degree Year Branch/Specialization Ph. D Visvesvaraya Technological April, 2016 Adaptive Structures M.E

More information

PERFORMANCE ANALYSIS OF BLACK COTTON SOIL TREATED WITH GRANITE DUST AND LIME

PERFORMANCE ANALYSIS OF BLACK COTTON SOIL TREATED WITH GRANITE DUST AND LIME International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 1, October 217, pp. 1341 135, Article ID: IJCIET_8_1_137 Available online at http://http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=8&itype=1

More information

Liquefaction and Foundations

Liquefaction and Foundations Liquefaction and Foundations Amit Prashant Indian Institute of Technology Gandhinagar Short Course on Seismic Design of Reinforced Concrete Buildings 26 30 November, 2012 What is Liquefaction? Liquefaction

More information

List of Publications:

List of Publications: List of Publications: 1. Fracture Analysis Around Twin Tunnels in Rock Models, 1984, Int. Symp. On Low Cost Road Tunnels, Oslo, Norway. 2. Stability Analysis Around Square Tunnel For Support Design Using

More information

Comparison Study of Static and Dynamic Earth Pressure behind the Retaining Wall

Comparison Study of Static and Dynamic Earth Pressure behind the Retaining Wall IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 232-334X, Volume 12, Issue 3 Ver. I (May. - Jun. 215), PP 77-84 www.iosrjournals.org Comparison Study of Static and

More information

EFFECT OF PARTICLE SHAPE ON SAND-GEOSYNTHETIC INTERFACES

EFFECT OF PARTICLE SHAPE ON SAND-GEOSYNTHETIC INTERFACES International Research Journal of Engineering and Technology (IRJET) e-issn: 2395-56 Volume: 4 Issue: 4 Apr -217 www.irjet.net p-issn: 2395-72 EFFECT OF PARTICLE SHAPE ON SAND-GEOSYNTHETIC INTERFACES Krupa

More information

ANALYSIS OF LATERALLY LOADED FIXED HEADED SINGLE FLOATING PILE IN MULTILAYERED SOIL USING BEF APPROACH

ANALYSIS OF LATERALLY LOADED FIXED HEADED SINGLE FLOATING PILE IN MULTILAYERED SOIL USING BEF APPROACH INDIAN GEOTECHNICAL SOCIETY, KOLKATA CHAPTER GEOTECHNICS FOR INFRASTRUCTURE DEVELOPMENT KOLKATA 11 th 12 th March 2016, Kolkata, West Bengal, India ANALYSIS OF LATERALLY LOADED FIXED HEADED SINGLE FLOATING

More information

Analysis of CMC-Supported Embankments Considering Soil Arching

Analysis of CMC-Supported Embankments Considering Soil Arching Analysis of CMC-Supported Embankments Considering Soil Arching Balaka Ghosh 1, Behzad Fatahi 2, Hadi Khabbaz 3, and A. H. M. Kamruzzaman 4 1 PhD Candidate, School of Civil and Environmental Engineering,

More information

The Travails of the Average Geotechnical Engineer Using the National Seismic Hazard Maps

The Travails of the Average Geotechnical Engineer Using the National Seismic Hazard Maps The Travails of the Average Geotechnical Engineer Using the National Seismic Hazard Maps Marshall Lew Amec Foster Wheeler Environment & Infrastructure Los Angeles, California Amec Foster Wheeler 2015.

More information

Reinforced Soil Structures Reinforced Soil Walls. Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai

Reinforced Soil Structures Reinforced Soil Walls. Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai Geosynthetics and Reinforced Soil Structures Reinforced Soil Walls continued Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai e-mail: gopalkr@iitm.ac.inac in Outline of the Lecture

More information

On seismic landslide hazard assessment: Reply. Citation Geotechnique, 2008, v. 58 n. 10, p

On seismic landslide hazard assessment: Reply. Citation Geotechnique, 2008, v. 58 n. 10, p Title On seismic landslide hazard assessment: Reply Author(s) Yang, J; Sparks, A.D.W. Citation Geotechnique, 28, v. 58 n. 1, p. 831-834 Issued Date 28 URL http://hdl.handle.net/1722/58519 Rights Geotechnique.

More information

Experimental Study on Effect of Gypsum and NaCl in Improvement of Engineering Properties of ClayeySoil

Experimental Study on Effect of Gypsum and NaCl in Improvement of Engineering Properties of ClayeySoil Experimental Study on Effect of Gypsum and NaCl in Improvement of Engineering Properties of ClayeySoil S.Peddaiah #1 K.Suresh #2 # Assistant Professor, Dept. of Civil Engg.CMR College of Engineering &

More information

Dynamic Analysis to Study Soil-Pile Interaction Effects

Dynamic Analysis to Study Soil-Pile Interaction Effects by Pallavi Ravishankar, Neelima Satyam in Indexed in Scopus Compendex and Geobase Elsevier, Chemical Abstract Services-USA, Geo-Ref Information Services- USA, List B of Scientific Journals, Poland, Directory

More information

CPT Applications - Liquefaction 2

CPT Applications - Liquefaction 2 CPT Applications - Liquefaction 2 Peter K. Robertson CPT in Geotechnical Practice Santiago, Chile July, 2014 Definitions of Liquefaction Cyclic (seismic) Liquefaction Zero effective stress (during cyclic

More information

Effect of Moisture on Shear Strength Characteristics of Geosynthetic Reinforcement Subgrade

Effect of Moisture on Shear Strength Characteristics of Geosynthetic Reinforcement Subgrade Journal of Geotechnical and Transportation Engineering Received 4/15/2015 Accepted 6/15/2015 Volume 1 Issue 1 Published 6/22/2015 Effect of Moisture on Shear Strength Characteristics of Geosynthetic Reinforcement

More information

GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE ANALYSIS AND DESIGN OF RETAINING STRUCTURES

GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE ANALYSIS AND DESIGN OF RETAINING STRUCTURES GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 07 3.0 ANALYSIS AND DESIGN OF RETAINING STRUCTURES LEARNING OUTCOMES Learning outcomes: At the end of this lecture/week the students would be able to: Understand

More information

Soil Mechanics Prof. B.V.S. Viswanathan Department of Civil Engineering Indian Institute of Technology, Bombay Lecture 51 Earth Pressure Theories II

Soil Mechanics Prof. B.V.S. Viswanathan Department of Civil Engineering Indian Institute of Technology, Bombay Lecture 51 Earth Pressure Theories II Soil Mechanics Prof. B.V.S. Viswanathan Department of Civil Engineering Indian Institute of Technology, Bombay Lecture 51 Earth Pressure Theories II Welcome to lecture number two on earth pressure theories.

More information

Seismic Evaluation of Tailing Storage Facility

Seismic Evaluation of Tailing Storage Facility Australian Earthquake Engineering Society 2010 Conference, Perth, Western Australia Seismic Evaluation of Tailing Storage Facility Jonathan Z. Liang 1, David Elias 2 1 Senior Geotechnical Engineer, GHD

More information

SHEAR BEHAVIOUR OF JOINTED ROCK: A STATE OF ART

SHEAR BEHAVIOUR OF JOINTED ROCK: A STATE OF ART IGC 2009, Guntur, INDIA SHEAR BEHAVIOUR OF JOINTED ROCK: A STATE OF ART A.K. Shrivastava Lecturer, Department of Civil Engineering, Delhi College of Engineering, Delhi 110 042, India. E-mail: aksrivastava@dce.ac.in

More information

International Journal of Scientific & Engineering Research, Volume 7, Issue 5, May ISSN

International Journal of Scientific & Engineering Research, Volume 7, Issue 5, May ISSN International Journal of Scientific & Engineering Research, Volume 7, Issue 5, May-2016 36 EXPERIMENTAL STUDY OF THE BEHAVIOUR OF INTERFACES BETWEEN CARBON FIBRE REINFORCED POLYMERS AND SC SOIL S. Subburaj

More information

NUMERICAL ANALYSIS OF PASSIVE EARTH PRESSURES WITH INTERFACES

NUMERICAL ANALYSIS OF PASSIVE EARTH PRESSURES WITH INTERFACES III European Conference on Computational Mechanics Solids, Structures and Coupled Problems in Engineering C.A. Mota Soares et.al. (eds.) Lisbon, Portugal, 5-8 June 2006 NUMERICAL ANALYSIS OF PASSIVE EARTH

More information

Where αh and αv are the horizontal and vertical pseudostatic k h, k v = coefficient of horizontal and vertical pseudostatic

Where αh and αv are the horizontal and vertical pseudostatic k h, k v = coefficient of horizontal and vertical pseudostatic International Journal of Scientific & Engineering Research, Volume 5, Issue 12, December-2014 75 Seismic Active Earth Pressure behind Retaining Wall Roshni John 1, K. Preethakumari 2, Pankaj Sethi 3 1

More information

Objectives. In this section you will learn the following. Rankine s theory. Coulomb s theory. Method of horizontal slices given by Wang (2000)

Objectives. In this section you will learn the following. Rankine s theory. Coulomb s theory. Method of horizontal slices given by Wang (2000) Objectives In this section you will learn the following Rankine s theory Coulomb s theory Method of horizontal slices given by Wang (2000) Distribution of the earth pressure Height of application of the

More information

SPATIAL VARIABILITY MAPPING OF N-VALUE OF SOILS OF MUMBAI CITY USING ARCGIS

SPATIAL VARIABILITY MAPPING OF N-VALUE OF SOILS OF MUMBAI CITY USING ARCGIS SPATIAL VARIABILITY MAPPING OF N-VALUE OF SOILS OF MUMBAI CITY USING ARCGIS RESHMA RASKAR - PHULE 1, KSHITIJA NADGOUDA 2 1 Assistant Professor, Department of Civil Engineering, Sardar Patel College of

More information

Computation of Passive Earth Pressure Coefficients for a Horizontal Cohesionless Backfill Using the Method of Slices

Computation of Passive Earth Pressure Coefficients for a Horizontal Cohesionless Backfill Using the Method of Slices Cloud Publications International Journal of Advanced Civil Engineering and Architecture Research 213, Volume 2, Issue 1, pp. 32-41, Article ID Tech-131 Research Article Open Access Computation of Passive

More information

FIELD MONITORING OF STABILITY OF DUMP A CASE STUDY

FIELD MONITORING OF STABILITY OF DUMP A CASE STUDY FIELD MONITORING OF STABILITY OF DUMP A CASE STUDY Dr. Singam Jayanthu*, and Dr. Simantini Behera** Professor, Associate Professor Department of Mining Engineering National Institute of Technology Rourkela-769008

More information

LATERAL CAPACITY OF PILES IN LIQUEFIABLE SOILS

LATERAL CAPACITY OF PILES IN LIQUEFIABLE SOILS IGC 9, Guntur, INDIA LATERAL CAPACITY OF PILES IN LIQUEFIABLE SOILS A.S. Kiran M. Tech. (Geotech), Dept. of Civil Engineering, IIT Roorkee, Roorkee 77, India. E-mail: kiran.nta@gmail.com G. Ramasamy Professor,

More information

J. Paul Guyer, P.E., R.A.

J. Paul Guyer, P.E., R.A. J. Paul Guyer, P.E., R.A. Paul Guyer is a registered mechanical engineer, civil engineer, fire protection engineer and architect with over 35 years experience in the design of buildings and related infrastructure.

More information

CURRICULUM VITAE. Inter University Centre for Astronomy and Astrophysics (IUCAA), Ganeshkhind, Pune , Maharashtra, India

CURRICULUM VITAE. Inter University Centre for Astronomy and Astrophysics (IUCAA), Ganeshkhind, Pune , Maharashtra, India CURRICULUM VITAE Name : Sandipan Sengupta Birth : April 22, 1983 Nationality : Sex : Address : E-mail : Indian Male Inter University Centre for Astronomy and Astrophysics (IUCAA), Ganeshkhind, Pune 411007,

More information

Effective stress analysis of pile foundations in liquefiable soil

Effective stress analysis of pile foundations in liquefiable soil Effective stress analysis of pile foundations in liquefiable soil H. J. Bowen, M. Cubrinovski University of Canterbury, Christchurch, New Zealand. M. E. Jacka Tonkin and Taylor Ltd., Christchurch, New

More information

Active static and seismic earth pressure for c φ soils

Active static and seismic earth pressure for c φ soils Active static and seismic earth pressure for c φ soils Magued Iskander, PhD, PE, F.ASCE Professor & Head, Civil & Urban Engineering Department Motivation Methods based on Mononobe-Okabe method: Require

More information

IV. ENVIRONMENTAL IMPACT ANALYSIS G. GEOLOGY AND SOILS

IV. ENVIRONMENTAL IMPACT ANALYSIS G. GEOLOGY AND SOILS IV. ENVIRONMENTAL IMPACT ANALYSIS G. GEOLOGY AND SOILS The following section is a summary of the geotechnical report conducted for the proposed project. The Report of Geotechnical Investigation Proposed

More information

Numerical analysis of effect of mitigation measures on seismic performance of a liquefiable tailings dam foundation

Numerical analysis of effect of mitigation measures on seismic performance of a liquefiable tailings dam foundation Numerical analysis of effect of mitigation measures on seismic performance of a liquefiable tailings dam foundation Yong-Beom Lee, Jorge Castillo Ausenco, USA Aurelian C. Trandafir Fugro GeoConsulting

More information

Seismic Analysis of Soil-pile Interaction under Various Soil Conditions

Seismic Analysis of Soil-pile Interaction under Various Soil Conditions Seismic Analysis of Soil-pile Interaction under Various Soil Conditions Preeti Codoori Assistant Professor, Department of Civil Engineering, Gokaraju Rangaraju Institute of Engineering and Technology,

More information

DRAFT ONONDAGA LAKE CAPPING AND DREDGE AREA AND DEPTH INITIAL DESIGN SUBMITTAL H.4 SEISMIC SLOPE STABILITY ANALYSES

DRAFT ONONDAGA LAKE CAPPING AND DREDGE AREA AND DEPTH INITIAL DESIGN SUBMITTAL H.4 SEISMIC SLOPE STABILITY ANALYSES DRAFT ONONDAGA LAKE CAPPING AND DREDGE AREA AND DEPTH INITIAL DESIGN SUBMITTAL H.4 SEISMIC SLOPE STABILITY ANALYSES Parsons P:\Honeywell -SYR\444576 2008 Capping\09 Reports\9.3 December 2009_Capping and

More information

Introduction 3. Basic Mine Fill Materials 13

Introduction 3. Basic Mine Fill Materials 13 C O N T E N T S 1 Introduction 3 2 1.1 Preamble... 3 1.2 Why mine fill?... 3 1.2.1 Ensuring long-term regional stability... 4 1.2.2 Limiting excavation exposure... 5 1.2.3 Waste disposal... 6 1.3 Considerations

More information

PILE SOIL INTERACTION MOMENT AREA METHOD

PILE SOIL INTERACTION MOMENT AREA METHOD Pile IGC Soil 2009, Interaction Moment Guntur, INDIA Area Method PILE SOIL INTERACTION MOMENT AREA METHOD D.M. Dewaikar Professor, Department of Civil Engineering, IIT Bombay, Mumbai 400 076, India. E-mail:

More information

An analytical expression for the dynamic active thrust from c-φ soil backfill on retaining walls with wall friction and adhesion

An analytical expression for the dynamic active thrust from c-φ soil backfill on retaining walls with wall friction and adhesion Geomechanics and Engineering, Vol. 4, No. 3 (2012) 209-218 209 Technical Note An analytical expression for the dynamic active thrust from c-φ soil backfill on retaining walls with wall friction and adhesion

More information

COMPARATIVE STUDY OF EXPERIMENTAL AND THEORETICAL LOAD CARRYING CAPACITY OF STONE COLUMN WITH AND WITHOUT ENCASEMENT OF GEOSYNTHETICS

COMPARATIVE STUDY OF EXPERIMENTAL AND THEORETICAL LOAD CARRYING CAPACITY OF STONE COLUMN WITH AND WITHOUT ENCASEMENT OF GEOSYNTHETICS COMPARATIVE STUDY OF EXPERIMENTAL AND THEORETICAL LOAD CARRYING CAPACITY OF STONE COLUMN WITH AND WITHOUT ENCASEMENT OF GEOSYNTHETICS Kameshwar Rao Tallapragada & Golait Y. S. Professor, Civil Engineering

More information

Central Queensland Coal Project Appendix 4b Geotechnical Assessment. Environmental Impact Statement

Central Queensland Coal Project Appendix 4b Geotechnical Assessment. Environmental Impact Statement Central Queensland Coal Project Appendix 4b Geotechnical Assessment Environmental Impact Statement GEOTECHNICAL ASSESSMENT OF OPEN CUT MINING ADJACENT TO THE BRUCE HIGHWAY, CENTRAL QUEENSLAND COAL PROJECT

More information

Evaluation of soil liquefaction using the CPT Part 2

Evaluation of soil liquefaction using the CPT Part 2 Evaluation of soil liquefaction using the CPT Part 2 P.K. Robertson 2013 Definitions of Liquefaction Cyclic (seismic) Liquefaction Zero effective stress (during cyclic loading) Flow (static) Liquefaction

More information

Impact of shallow and deep injection well leach solutions with respect to ore heap slope stability

Impact of shallow and deep injection well leach solutions with respect to ore heap slope stability Proceedings of Heap Leach Solutions, 2015 September 14-16, 2015, Reno, Nevada, USA Published by InfoMine, 2015 InfoMine, ISBN: 978-0-9917905-8-6 Impact of shallow and deep injection well leach solutions

More information

Numerical model comparison on deformation behavior of a TSF embankment subjected to earthquake loading

Numerical model comparison on deformation behavior of a TSF embankment subjected to earthquake loading Numerical model comparison on deformation behavior of a TSF embankment subjected to earthquake loading Jorge Castillo, Yong-Beom Lee Ausenco, USA Aurelian C. Trandafir Fugro GeoConsulting Inc., USA ABSTRACT

More information

R.SUNDARAVADIVELU Professor IIT Madras,Chennai - 36.

R.SUNDARAVADIVELU Professor IIT Madras,Chennai - 36. Behaviour of Berthing Structure under Changing Slope in Seismic Condition - A Case Study K.MUTHUKKUMARAN Research Scholar Department of Ocean Engineering, R.SUNDARAVADIVELU Professor IIT Madras,Chennai

More information

Seismic design of bridges

Seismic design of bridges NATIONAL TECHNICAL UNIVERSITY OF ATHENS LABORATORY FOR EARTHQUAKE ENGINEERING Seismic design of bridges Lecture 3 Ioannis N. Psycharis Capacity design Purpose To design structures of ductile behaviour

More information

CV of Dr Suresh R Dash Updating Date: 21 th Feb 2012

CV of Dr Suresh R Dash Updating Date: 21 th Feb 2012 Dr. Suresh R Dash Assistant Professor School of Infrastructure IIT Bhubaneswar, Bhubaneswar-13, Odisha Email: srdash@iitbbs.ac.in, srdash@gmail.com Educational background PhD (DPhil) (Engineering Science,

More information

Dynamic Response of EPS Blocks /soil Sandwiched Wall/embankment

Dynamic Response of EPS Blocks /soil Sandwiched Wall/embankment Proc. of Second China-Japan Joint Symposium on Recent Development of Theory and Practice in Geotechnology, Hong Kong, China Dynamic Response of EPS Blocks /soil Sandwiched Wall/embankment J. C. Chai 1

More information

FACULTY PROFILE. : Dr. E. RAMACHANDRAN

FACULTY PROFILE. : Dr. E. RAMACHANDRAN FACULTY PROFILE Name the Staff : Dr. E. RAMACHANDRAN Official Address with E-mail Id Email Id: : Assistant Pressor / Department Science & Humanities Engineering College K.R. Nagar Kovilpatti ramschemist@gmail.com,

More information

A Study on Shear Strength for Dune Sand Reinforced With Nylon Fibres

A Study on Shear Strength for Dune Sand Reinforced With Nylon Fibres A Study on Shear Strength for Dune Sand Reinforced With Nylon Fibres Dr. Jagdish Prasad 1, (Dr.) D.G.M. Purohit 2 Assistant Director, Directorate of Technical Education, Jodhpur, Rajasthan, India 1 Professor,

More information

Invited Lectures Delivered (Selected Only):

Invited Lectures Delivered (Selected Only): 1 Invited Lectures Delivered (Selected Only): Department of Chemistry, Indian Institute of Technology Bombay on April 11, 2016 National Symposium on Facets of Chemistry in Biology (FOCB-2016) held at St.

More information

Department of Mathematics, Periyar University, Salem. Department of Mathematics, Bharathiar University, Coimbatore

Department of Mathematics, Periyar University, Salem. Department of Mathematics, Bharathiar University, Coimbatore Dr. S. KARTHIKEYAN Assistant Professor Department of Mathematics Periyar University Salem 636 011 (INDIA) E-mail: skkmathpu@gmail.com, karthi@periyaruniversity.ac.in Webpage: https://sites.google.com/site/skmathpu

More information

GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE

GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of civil engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module - 4

More information

file:///d /suhasini/suha/office/html2pdf/ _editable/slides/module%202/lecture%206/6.1/1.html[3/9/2012 4:09:25 PM]

file:///d /suhasini/suha/office/html2pdf/ _editable/slides/module%202/lecture%206/6.1/1.html[3/9/2012 4:09:25 PM] Objectives_template Objectives In this section you will learn the following Introduction Different Theories of Earth Pressure Lateral Earth Pressure For At Rest Condition Movement of the Wall Different

More information

Small and large scale direct shear tests on sand-concrete Interface

Small and large scale direct shear tests on sand-concrete Interface First International Conference on Emerging Trends in Engineering, Management and Scineces December 28-30, 2014 (ICETEMS-2014) Peshawar, Pakistan Small and large scale direct shear tests on sand-concrete

More information

NUMERICAL ANALYSIS OF A PILE SUBJECTED TO LATERAL LOADS

NUMERICAL ANALYSIS OF A PILE SUBJECTED TO LATERAL LOADS IGC 009, Guntur, INDIA NUMERICAL ANALYSIS OF A PILE SUBJECTED TO LATERAL LOADS Mohammed Younus Ahmed Graduate Student, Earthquake Engineering Research Center, IIIT Hyderabad, Gachibowli, Hyderabad 3, India.

More information

Faculty Details Performa for Department Website

Faculty Details Performa for Department Website Faculty Details Performa for Department Website Title Dr. First Arvind Last Patel Photograph Name Name Designation Asst. Professor Department Mathematics Address (Office) Room No.14, Department of Mathematics,

More information

Prof. B V S Viswanadham, Department of Civil Engineering, IIT Bombay

Prof. B V S Viswanadham, Department of Civil Engineering, IIT Bombay 19 Module 5: Lecture -1 on Stability of Slopes Contents Stability analysis of a slope and finding critical slip surface; Sudden Draw down condition, effective stress and total stress analysis; Seismic

More information

A NEW PSEUDO-DYNAMIC ALYSIS OF SOIL NAILIED WALLS

A NEW PSEUDO-DYNAMIC ALYSIS OF SOIL NAILIED WALLS 13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 2960 A NEW PSEUDO-DYNAMIC ALYSIS OF SOIL NAILIED WALLS Mahmoud GHAZAVI 1, Leila KARBOR 2, Hamid HASHEMOLHOSEINI

More information

Appraisal of Soil Nailing Design

Appraisal of Soil Nailing Design Indian Geotechnical Journal, 39(1), 2009, 81-95 Appraisal of Soil Nailing Design G. L. Sivakumar Babu * and Vikas Pratap Singh ** Introduction Geotechnical engineers largely prefer soil nailing as an efficient

More information

Geotechnical Parameters for Retaining Wall Design

Geotechnical Parameters for Retaining Wall Design 11 th October 2012 Geotechnical Parameters for Retaining Wall Design Tanya Kouzmin 1 Most geotechnical failures are of retaining walls Are failure caused by WRONG calculations? Not usually calculation

More information

TANUSREE CHAKRABORTY

TANUSREE CHAKRABORTY TANUSREE CHAKRABORTY Department of Civil Engineering, IIT Delhi, Hauz Khas, New Delhi 110016, India. HONE: 011-2659-1268, FAX: 011-2658-1117 E-MAIL: tanusree@civil.iitd.ac.in, tanusree.chakraborty@gmail.com

More information

Assistant Professor, Department of Mathematics, Mobile: GOA , India. Fax:

Assistant Professor, Department of Mathematics, Mobile: GOA , India. Fax: Dr. P. Dhanumjaya Assistant Professor, Department of Mathematics, Mobile: +91-9850275789 BITS-Pilani, Goa Campus, Email: danuiitb@gmail.com GOA-403 726, India. Fax: +91-832-2557033 Education 1999 2004:

More information

Earthquake Response Of Structures Under Different Soil Conditions

Earthquake Response Of Structures Under Different Soil Conditions Earthquake Response Of Structures Under Different Soil Conditions B.Neelima M.Tech Student, V.R.Siddhartha Engineering College, Vijayawada, A.P., India. B.Pandu Ranga Rao Professor & Head of Civil Engineering,

More information

Associate Professor. Tel:

Associate Professor. Tel: DEPARTMENT OF CIVIL ENGINEERING IIT DELHI Dr. Suresh Bhalla Associate Professor Tel: 2659-1040 Email: Sbhalla@civil.iitd.ac.in FOUNDATIONS Geotechnical Engineer Structural Engineer Location and depth criteria

More information

Liquefaction Potential Post-Earthquake in Yogyakarta

Liquefaction Potential Post-Earthquake in Yogyakarta The 17 th Southeast Asian Geotechnical Conference Taipei, Taiwan, May 10~13, 2010 Liquefaction Potential Post-Earthquake in Yogyakarta AGUS SETYO MUNTOHAR 1 and S.P.R. WARDANI 2 1 Department of Civil Engineering,

More information

Centrifuge Modelling of Fibre-Reinforcement as a Liquefaction Countermeasure for Quay Wall Backfill

Centrifuge Modelling of Fibre-Reinforcement as a Liquefaction Countermeasure for Quay Wall Backfill 6 th International Conference on Earthquake Geotechnical Engineering 1-4 November 2015 Christchurch, New Zealand Centrifuge Modelling of Fibre-Reinforcement as a Liquefaction Countermeasure for Quay Wall

More information

Effect of Geotextile on the Liquefaction Behavior of Sand in Cyclic Triaxial Test

Effect of Geotextile on the Liquefaction Behavior of Sand in Cyclic Triaxial Test Scientific Cooperations Journal of Civil Engineering and Architecture, Vol. 1, Issue. 1, August-2015 31 Effect of Geotextile on the Liquefaction Behavior of Sand in Cyclic Triaxial Test Naeini, Seyed Abolhasan

More information

Invited Lectures Delivered (Selected Only):

Invited Lectures Delivered (Selected Only): Invited Lectures Delivered (Selected Only): Academy s Lecture Workshop on Emerging Trends in Bioinorganic Chemistry sponsored by National Science Academies held on IIT Roorkee, Roorkee during March 8-10,

More information

LATERAL DISPLACEMENTS OF COMMONLY FOUND GRAVITY RETAINING WALLS IN SRI LANKA DUE TO SEISMIC ACTION

LATERAL DISPLACEMENTS OF COMMONLY FOUND GRAVITY RETAINING WALLS IN SRI LANKA DUE TO SEISMIC ACTION LATERAL DISPLACEMENTS OF COMMONLY FOUND GRAVITY RETAINING WALLS IN SRI LANKA DUE TO SEISMIC ACTION Gopinath Kathiravelu, Graduate Research Student, Department of Civil Engineering, University of Moratuwa

More information

Curriculum Vitae Subjects: Physics, Chemistry, Mathematics Career Profile Organization / Institution. Designation Duration Role

Curriculum Vitae Subjects: Physics, Chemistry, Mathematics Career Profile Organization / Institution. Designation Duration Role Curriculum Vitae Title Dr. First Arvind Last Patel Photograph Name Name Designation Asst. Professor Department Mathematics Address (Office) Room No.14, Department of Mathematics, University of Delhi, Delhi-110

More information

N. S. S. V. RAJA RAO,

N. S. S. V. RAJA RAO, N. S. S. V. RAJA RAO, Ph. D. 86-15-6/11, Pavanika Residency Tilak Road, Rajahmundry E. G. Dist, A.P, India. 533103 94413 85045 (Mobile) Email: nssvrajarao@gmail.com HIGHLIGHTS: 20 Years Teaching Experience

More information

PRACTICAL THREE-DIMENSIONAL EFFECTIVE STRESS ANALYSIS CONSIDERING CYCLIC MOBILITY BEHAVIOR

PRACTICAL THREE-DIMENSIONAL EFFECTIVE STRESS ANALYSIS CONSIDERING CYCLIC MOBILITY BEHAVIOR PRACTICAL THREE-DIMENSIONAL EFFECTIVE STRESS ANALYSIS CONSIDERING CYCLIC MOBILITY BEHAVIOR Hiroyuki Yoshida 1, Kohji Tokimatsu 2, Tatsuya Sugiyama 3 and Tadahiko Shiomi 4 1 Member, Arch. & Struct. Eng.

More information

Name : : S.GANESHAN. Position : Assistant Professor. Faculty of : Physics. Phone / Mobile : Id :

Name : : S.GANESHAN. Position : Assistant Professor. Faculty of : Physics. Phone / Mobile : Id : Name : : S.GANESHAN Position : Assistant Professor Faculty of : Phone / Mobile : +919865059001 Email Id : sganeshanmdu@gmail.com Date of Birth : 06-04-1980 Languages Proficiency Read : Write : Speak: Tamil,

More information

LATERAL EARTH PRESSURE AND RETAINING STRUCTURES

LATERAL EARTH PRESSURE AND RETAINING STRUCTURES Topic Outline LATERAL EARTH PRESSURE AND RETAINING STRUCTURES Types of retaining structures Lateral earth pressure Earth pressure at rest Rankine s Theory Coulomb s Theory Cullman s graphic solution Braced

More information

Curriculum Vitae. Phone : (O) (H) (M)

Curriculum Vitae. Phone : (O) (H) (M) Curriculum Vitae Official Corresponding Address: : Dr. Jaydev Dabas Assistant Professor Department of Applied Science and Engineering Indian Institute of Technology Roorkee Saharanpur Campus, Saharanpur-247001

More information

Residual Deformation Analyses to Demonstrate the Effect of Thin Steel Sheet Piles on Liquefaction-Induced Penetration Settlement of Wooden Houses

Residual Deformation Analyses to Demonstrate the Effect of Thin Steel Sheet Piles on Liquefaction-Induced Penetration Settlement of Wooden Houses 6 th International Conference on Earthquake Geotechnical Engineering 1-4 November 2015 Christchurch, New Zealand Residual Deformation Analyses to Demonstrate the Effect of Thin Steel Sheet Piles on Liquefaction-Induced

More information

Faculty Details proforma for DU Web-site

Faculty Details proforma for DU Web-site Faculty Details proforma for DU Web-site Title Dr First Name Vusala Last Name Ambethkar Photograph Designation Associate professor Address Phone No Office +91-11-27666658 Residence Mobile Email Web-Page

More information

Comparison of Loss Sensitivity Factor & Index Vector methods in Determining Optimal Capacitor Locations in Agricultural Distribution

Comparison of Loss Sensitivity Factor & Index Vector methods in Determining Optimal Capacitor Locations in Agricultural Distribution 6th NATIONAL POWER SYSTEMS CONFERENCE, 5th-7th DECEMBER, 200 26 Comparison of Loss Sensitivity Factor & Index Vector s in Determining Optimal Capacitor Locations in Agricultural Distribution K.V.S. Ramachandra

More information

Visiting Faculty at Amity University, Haryana for the Course Engineering Geology for B.Tech (Civil Engineering).

Visiting Faculty at Amity University, Haryana for the Course Engineering Geology for B.Tech (Civil Engineering). Dr. PANKAJ MEHTA Ph: 91 9868447103 (M) Email: - drpankajmehta79@gmail.com CURRENT POSITION & ASSIGNMENT Assistant Professor Environmental Sciences September 2010 till Date Working as Assistant Professor

More information

Design of Reinforced Soil Walls By Lrfd Approach

Design of Reinforced Soil Walls By Lrfd Approach IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) ISSN: 2278-1684, PP: 16-26 www.iosrjournals.org Design of Reinforced Soil Walls By Lrfd Approach A.D. Maskar 1, N.T. Suryawanshi 2 1 Assistant

More information

Piles in Lateral Spreading due to Liquefaction: A Physically Simplified Method Versus Centrifuge Experiments

Piles in Lateral Spreading due to Liquefaction: A Physically Simplified Method Versus Centrifuge Experiments "Pile-Group Response to Large Soil Displacements and Liquefaction: Centrifuge Experiments Versus A Physically Simplified Analysis", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.

More information

Earthquake Resistant Design of Reinforced Soil Structures Using Pseudo Static Method

Earthquake Resistant Design of Reinforced Soil Structures Using Pseudo Static Method American J. of Engineering and Applied Sciences 2 (3): 565-572, 2009 ISSN 1941-7020 2009 Science Publications Earthquake Resistant Design of Reinforced Soil Structures Using Pseudo Static Method B. Munwar

More information

Behaviour of Earth Dam under Seismic Load Considering Nonlinearity of the Soil

Behaviour of Earth Dam under Seismic Load Considering Nonlinearity of the Soil Open Journal of Civil Engineering, 216, 6, 75-83 Published Online March 216 in SciRes. http://www.scirp.org/journal/ojce http://dx.doi.org/1.4236/ojce.216.627 Behaviour of Earth Dam under Seismic Load

More information

A Fundamental Approach for an Investigation of Behavior Characteristics of the Vegetation Structures Using Seeded Sandbags

A Fundamental Approach for an Investigation of Behavior Characteristics of the Vegetation Structures Using Seeded Sandbags A Fundamental Approach for an Investigation of Behavior Characteristics of the Vegetation Structures Using Seeded Sandbags H. T. Kim & S. D. Yoo Dept. of Civil Engineering, Hongik University, Seoul, Korea.

More information

Introduction to Geotechnical Engineering. ground

Introduction to Geotechnical Engineering. ground Introduction to Geotechnical Engineering ground 1 Typical Geotechnical Project Geo-Laboratory ~ for testing soil properties Design Office ~ for design & analysis construction site 2 Shallow Foundations

More information

GEOTECHNICAL EARTHQUAKE ENGINEERING SIMPLIFIED ANALYSES WITH CASE STUDIES AND EXAMPLES WITH CDROM

GEOTECHNICAL EARTHQUAKE ENGINEERING SIMPLIFIED ANALYSES WITH CASE STUDIES AND EXAMPLES WITH CDROM GEOTECHNICAL EARTHQUAKE ENGINEERING SIMPLIFIED ANALYSES WITH CASE STUDIES AND EXAMPLES WITH CDROM GEOTECHNICAL EARTHQUAKE ENGINEERING SIMPLIFIED PDF GEOTECHNICAL EARTHQUAKE ENGINEERING GEOTECHNICAL EARTHQUAKE

More information

Evaluation of Unsaturated Layer Effect on Seismic Analysis of Unbraced Sheet Pile Wall

Evaluation of Unsaturated Layer Effect on Seismic Analysis of Unbraced Sheet Pile Wall Open Journal of Marine Science, 2017, 7, 300-316 http://www.scirp.org/journal/ojms ISSN Online: 2161-7392 ISSN Print: 2161-7384 Evaluation of Unsaturated Layer Effect on Seismic Analysis of Unbraced Sheet

More information