LECTURE 28. Module 8 : Rock slope stability 8.3 WEDGE FAILURE
|
|
- Calvin Ferguson
- 5 years ago
- Views:
Transcription
1 LECTURE WEDGE FAILURE When two or more weak planes in the slope intersect to from a wedge, the slope may fail as wedge failure. The basic condition at which wedge mode of slope failure happens are as follows, 1. Two planes will always intersect in a line 2. Plunge of the line of intersection must be flatter than the dip of the face and steeper that the average friction angle of the two slide planes, i.e (ψ fi > ψ i > ϕ) 3. The line of intersection must dip in a direction out of the face for sliding to be feasible. (a) (b) Figure 8.7: Wedge failure in rock a) actual field b) line diagram with tension crack 235
2 ξ/2 ξ/2 β R A R B ξ = included angle W cos ψ i β = angle of tilt Figure 8.8: Analysis of wedge failure in rock Factor of safety of the wedge is defined by assuming sliding is resisted only by friction and the friction angle ϕ is same for both the surface. Factor of safety (FS) = (RR AA+ RR BB ) tan φφ WW tan ψψ ii cos ψψ ii R A and R B are the normal reactions provided by plane A and B. The component of weight acting down the line of intersection is w sin ψ i. The forces R A and R B are found by reducing them into components normal and parallel to the direction along the line of intersection. RR AA sin (β ξ 2 ) = RR BBsin (β + ξ 2 ) RR AA cos (β ξ 2 ) + RR BBcos (β + ξ 2 ) = W cos ψ i RR AA + RR BB = W cos ψψ ii ssssssβ sin ξ 2 Hence, FS = ssssssβ sin ξ 2 tan φφ. tan ψ i In other words, FS w = K. FS P where FS w is the factor of safety of a wedge supported by friction only. FS p is the factor of a plane failure in which the slide plane with friction angle ϕ dips at the same angle as the line of intersection ψ i. K is the wedge factor depends upon the included angle of the wedge ξ and the angle of tilt β of the wedge. 236
3 Figure 8.9: Wedge factor K as a function of wedge geometry (Duncan and Wiley, 1999), 237
4 8.4 CIRCULAR FAILURE It is understood that, the slope failure in rocks largely controlled by the weak planes. But when the fractures are too many and closely spaced, the slope automatically finds the least resistance path to failure. The failure surface in such highly fractured cased is mostly circular. The conditions under which circular failure (Duncan and Wiley, 1999), Occurs when the individual particles in soil or rock mass are very small compared with the size of the slope. Broken rock in a fill will tend to behave as soil and fail in a circular mode when the slope dimensions are substantially greater than the dimensions of the rock fragments. When soil consisting of sand, silt and smaller particle sizes will exhibit circular slide surfaces, even in small slopes. Highly altered and weathered rocks, as well as rock with closely spaced, randomly oriented discontinuities such as some rapidly cooled basalts, will also tend to fail in this manner. Face failure Deep seated / base failure Toe failure Figure 8.10: Different modes of circular slope failure 238
5 (a) (b) Figure 8.11: The shape of typical sliding surfaces: (a) large radius circular surface in homogeneous, weak material, (b) non-circular surface in weak, surfacial material with stronger rock at base. 239
6 8.4.1 Limit equilibrium stability analysis The factor of safety of the circular failure is performed based on limit equilibrium analysis. Procedure involves comparing the available shear strength along the sliding surface with the force required to maintain the slope in equilibrium. The application of this procedure to circular failures involves division of the slope into a series of slices that are usually vertical, but may be inclined to coincide with certain geological features. The base of each slice is inclined at angle ψ b and has an area A. In the simplest case, the forces acting on the base of each slice are the shear resistance S due to the shear strength of the rock (cohesion c; friction angle φ), and forces E (dip angle ψ; height h above base) acting on the sides of the slice (see detail in figure XXX). The analysis procedure is to consider equilibrium conditions slice by slice, and if a condition of equilibrium is satisfied for each slice, then it is also satisfied for the entire sliding mass. Figure 8.12: Forces acting on a slice in the limit equilibrium analysis 240
7 The analyses are statically indeterminate and assumptions are required to make up the imbalance between equations and unknowns (Duncan, 1996). The various limit equilibrium analysis procedures either make assumptions to make up the balance between known and unknowns, or they do not satisfy all the conditions of equilibrium. For example, the Spencer Method assumes that the inclination of the side forces is the same for every slice, while the Fellenius and Bishop methods do not satisfy all conditions of equilibrium. Later, computers made it possible to more readily handle the iterative procedures inherent in the limit equilibrium method, and this lead to mathematically more rigorous formulations which include all interslice forces and satisfy all equations of statics. Table 8.1: Equations of statics to be satisfied Figure 8.13: Software generated analysis with method of slices 241
(Refer Slide Time: 01:15)
Soil Mechanics Prof. B.V.S. Viswanathan Department of Civil Engineering Indian Institute of Technology, Bombay Lecture 56 Stability analysis of slopes II Welcome to lecture two on stability analysis of
More informationSlope Stability. loader
Slope Stability Slope Stability loader Lower San Fernando Dam Failure, 1971 Outlines Introduction Definition of key terms Some types of slope failure Some causes of slope failure Shear Strength of Soils
More informationVerification Hand Calculations
Verification Hand Calculations GEO-SLOPE International Ltd. www.geo-slope.com 1400, 633-6th Ave SW, Calgary, AB, Canada T2P 2Y5 Main: +1 403 269 2002 Fax: +1 403 266 4851 Introduction SLOPE/W is formulated
More informationStability Assessment of a Heavily Jointed Rock Slope using Limit Equilibrium and Finite Element Methods
Indian Geotechnical Conference 2017 GeoNEst 14-16 December 2017, IIT Guwahati, India Stability Assessment of a Heavily Jointed Rock Slope using Limit Equilibrium and Finite Element Methods Aswathi CK Amalesh
More informationAnalysis in Geotechnical Engineering
EOSC433: Geotechnical Engineering Practice & Design Lecture 5: Limit Equilibrium 1 of 51 Erik Eberhardt UBC Geological Engineering EOSC 433 (2016) Analysis in Geotechnical Engineering LIMIT EQUILIBRIUM
More informationRock Slope Analysis Small and Large Scale Failures Mode of Failure Marklands Test To establish the possibility of wedge failure. Plane failure is a special case of wedge failure. Sliding along
More informationSlope stability software for soft soil engineering. D-Geo Stability. Verification Report
Slope stability software for soft soil engineering D-Geo Stability Verification Report D-GEO STABILITY Slope stability software for soft soil engineering Verification Report Version: 16.2 Revision: 00
More informationModule 7 (Lecture 25) RETAINING WALLS
Module 7 (Lecture 25) RETAINING WALLS Topics Check for Bearing Capacity Failure Example Factor of Safety Against Overturning Factor of Safety Against Sliding Factor of Safety Against Bearing Capacity Failure
More informationObjectives. 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 informationLandslide stability analysis using the sliding block method
Landslide stability analysis using the sliding block method E. Lino, R. Norabuena, M. Villanueva & O. Felix SRK Consulting (Peru) S.A., Lima, Peru A. Lizcano SRK Consulting (Vancouver) S.A., British Columbia,
More informationANALYSIS OF A SLOPE FAILURE IN AN OPEN PIT MINE USING TSLOPE
ANALYSIS OF A SLOPE FAILURE IN AN OPEN PIT MINE USING TSLOPE 1. Background In 1996 a slope failure occurred at the Round Hill open pit mine, operated by Macraes Mining Company Ltd. The failure as shown
More informationCONTROLLING FACTORS BASIC ISSUES SAFETY IN OPENCAST MINING WITH SPECIAL REFERENCE TO SLOPE STABILITY
SAFETY IN OPENCAST MINING WITH SPECIAL REFERENCE TO SLOPE STABILITY CONTROLLING FACTORS Dr. J C. JHANWAR Sr. Principal Scientist CSIR-Central Institute of Mining & Fuel Research Regional Centre, Nagpur
More informationStability Analysis of Hongsa Coal Mine s Pit Walls, Xaignabouli Province, Laos PDR. Thanachot Harnpa* Dr.Schradh Saenton**
IPMO3-1 Stability Analysis of Hongsa Coal Mine s Pit Walls, Xaignabouli Province, Laos PDR Thanachot Harnpa* Dr.Schradh Saenton** ABSTRACT The slope stability analysis is an important requirement for routine
More informationInternational Journal of Modern Trends in Engineering and Research
Scientific Journal Impact Factor (SJIF): 1.711 e-issn: 2349-9745 p-issn: 2393-8161 International Journal of Modern Trends in Engineering and Research www.ijmter.com STABILITY ANALYSIS OF DOWNSTREAM SLOPE
More informationEFFECTS OF WATER-LEVEL VARIATION ON THE STABILITY OF SLOPE BY LEM AND FEM
Proceedings of the 3 rd International Conference on Civil Engineering for Sustainable Development (ICCESD 2016), 12~14 February 2016, KUET, Khulna, Bangladesh (ISBN: 978-984-34-0265-3) EFFECTS OF WATER-LEVEL
More informationGG 454 March 19, EFFECTIVE STRESS AND MOHR-COULOMB FAILURE (26)
GG 454 March 19, 2002 1 EFFECTIVE STRESS AND MOHR-COULOMB FAILURE (26) I Main Topics A Driving and resisting stresses at the base of an inclined block B Factor of safety C Effective stress D Mohr-Coulomb
More informationCh 4a Stress, Strain and Shearing
Ch. 4a - Stress, Strain, Shearing Page 1 Ch 4a Stress, Strain and Shearing Reading Assignment Ch. 4a Lecture Notes Sections 4.1-4.3 (Salgado) Other Materials Handout 4 Homework Assignment 3 Problems 4-13,
More informationA New Closure to Slice Model for Slope Stability Analysis
Engineering, 212, 4, 394-399 http://dx.doi.org/1.4236/eng.212.4752 Published Online July 212 (http://www.scirp.org/journal/eng) A New Closure to Slice Model for Slope Stability Analysis Tianyun Liu 1,
More informationReinforced 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 informationModule 9 : Foundation on rocks
LECTURE 32 9.3 BEARING CAPCITY contd... 9.3.2 Safe bearing pressure There are different methods are available to determine the safe bearing pressure on rocks. However, the applicability of different methods
More informationSlope stability analysis and prediction based on the limit equilibrium method of Luming Molybdenum Mine's West-I and North Region
Paper No. 99 ISMS 2016 Slope stability analysis and prediction based on the limit equilibrium of Luming Molybdenum Mine's West-I and North Region HUANG Zhi-an, LIU Fang-zhe, WANG Hui*, GAO Yu-kun State
More information2 Slope stability analysis methods
2 Slope stability analysis methods 2.1 Introduction In this chapter, the basic formulation of the two-dimensional (2D) slope stability method will be discussed. Presently, the theory and software for two-dimensional
More informationIntroduction to Soil Mechanics
Introduction to Soil Mechanics Sela Sode and Colin Jones WILEY Blackwell Contents Preface Dedication and Acknowledgments List of Symbols Soil Structure 1.1 Volume relationships 1.1.1 Voids ratio (e) 1.1.2
More informationModule 6 (Lecture 23) LATERAL EARTH PRESSURE
Module 6 (Lecture 23) LATERAL EARTH PRESSURE Topics 1.1 PASSIVE PRESSURE 1.2 RANKINE PASSIVE EARTH PRESSURE 1.3 RANKINE PASSIVE EARTH PRESSURE-INCLINED BACKFILL 1.4 COULOMB S PASSIVE EARTH PRESSURE 1.5
More informationSLOPE STABILITY EVALUATION AND ACCEPTANCE STANDARDS
INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LABC 7006.3, 7014.1 Effective: 01-01-2017 DOCUMENT NO.: P/BC 2017-049 Revised: 12-21-2016 Previously Issued As: P/BC 2014-049 SLOPE STABILITY
More informationSLOPE STABILITY OVERVIEW Thursday, July 19, 2007 Copyright 2007 SoilVision Systems Ltd. R M. F s BASIC THEORY
SLOPE STABILITY OVERVIEW Thursday, July 19, 2007 Copyright 2007 SoilVision Systems Ltd. The following document is intended to be a brief overview of the application of slope stability analysis in current
More informationDeformation And Stability Analysis Of A Cut Slope
Deformation And Stability Analysis Of A Cut Slope Masyitah Binti Md Nujid 1 1 Faculty of Civil Engineering, University of Technology MARA (Perlis), 02600 Arau PERLIS e-mail:masyitahmn@perlis.uitm.edu.my
More informationJ. 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 informationEarthquake-induced landslide distribution and hazard mapping. Megh Raj Dhital Central Department of Geology, Tribhuvan University
Earthquake-induced landslide distribution and hazard mapping Megh Raj Dhital Central Department of Geology, Tribhuvan University Contents Geological setting of Gorkha earthquake Peak ground acceleration
More informationBrittle Deformation. Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm
Lecture 6 Brittle Deformation Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm WW Norton, unless noted otherwise Brittle deformation EarthStructure (2 nd
More informationProf. 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 informationAnalysis of Blocky Rock Slopes with Finite Element Shear Strength Reduction Analysis
Analysis of Blocky Rock Slopes with Finite Element Shear Strength Reduction Analysis R.E. Hammah, T. Yacoub, B. Corkum & F. Wibowo Rocscience Inc., Toronto, Canada J.H. Curran Department of Civil Engineering
More informationUNIT V. The active earth pressure occurs when the wall moves away from the earth and reduces pressure.
UNIT V 1. Define Active Earth pressure. The active earth pressure occurs when the wall moves away from the earth and reduces pressure. 2. Define Passive Earth pressure. The passive earth pressure occurs
More informationChapter 6 Bearing Capacity
Chapter 6 Bearing Capacity 6-1. Scope This chapter provides guidance for the determination of the ultimate and allowable bearing stress values for foundations on rock. The chapter is subdivided into four
More informationUnwedge Geometry and Stability Analysis of Underground Wedges. Sample Problems
Unwedge Geometry and Stability Analysis of Underground Wedges Sample Problems TABLE OF CONTENTS TABLE OF CONTENTS... UNWEDGE SAMPLE PROBLEM #1... Calculate the weight of the maximum wedge formed... UNWEDGE
More informationGIS-BASED KINEMATIC SLOPE STABILITY ANALYSIS
GIS-BASED KINEMATIC SLOPE STABILITY ANALYSIS Tim Mote, Derek Morley, Timothy Keuscher, and Todd Crampton Geomatrix Consultants, Inc., 2101 Webster St., 12 th Floor, Oakland, CA 94612 www.geomatrix.com
More informationHow to Build a Mountain and other Geologic Structures. But first a short review
How to Build a Mountain and other Geologic Structures But first a short review Where do we see deep earthquakes? What is happening there? What can happen at a plate boundary? 1. Plates can move apart
More informationModule 8 SEISMIC SLOPE STABILITY (Lectures 37 to 40)
Module 8 SEISMIC SLOPE STABILITY (Lectures 37 to 40) Lecture 38 Topics 8.5 STATIC SLOPE STABILITY ANALYSIS 8.5.1 Limit Equilibrium Analysis 8.5.2 Stress-Deformation Analyses 8.6 SEISMIC SLOPE STABILITY
More informationvulcanhammer.net This document downloaded from
This document downloaded from vulcanhammer.net since 1997, your source for engineering information for the deep foundation and marine construction industries, and the historical site for Vulcan Iron Works
More informationSlope Stability Theory
ENVIRONMENTAL GEOTECHNICS Slope Stability Theory Prof. Ing. Marco Favaretti University of Padova Department of Civil, Environmental and Architectural Engineering, Via Ognissanti, 39 Padova (Italy) phone:
More informationSlope Stability Model of the Questa Rock Pile Phase 2
2 Proceedings Tailings and Mine Waste 2011 Slope Stability Model of the Questa Rock Pile Phase 2 Murray Fredlund SoilVision Systems Ltd., Saskatoon, Canada Haihua Lu SoilVision Systems Ltd., Saskatoon,
More informationSLOPE STABILITY EVALUATION AND ACCEPTANCE STANDARDS
INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LAMC 98.0508 Effective: 1-26-84 DOCUMENT NO. P/BC 2002-049 Revised: 11-1-02 Previously Issued As: RGA #1-84 SLOPE STABILITY EVALUATION AND ACCEPTANCE
More informationHow mountains are made. We will talk about valleys (erosion and weathering later)
How mountains are made We will talk about valleys (erosion and weathering later) http://www.ilike2learn.com/ilike2learn/mountainmaps/mountainranges.html Continent-continent plate convergence Less dense,
More informationHow to Build a Mountain and other Geologic Structures. But first, questions
How to Build a Mountain and other Geologic Structures But first, questions Questions your students might ask How were Montana s mountains formed? How old are the mountains? What are the different ways
More informationPLANES OF WEAKNESS IN ROCKS, ROCK FRCTURES AND FRACTURED ROCK. Contents
PLANES OF WEAKNESS IN ROCKS, ROCK FRCTURES AND FRACTURED ROCK Contents 7.1 Introduction 7.2 Studies On Jointed Rock Mass 7.2.1 Joint Intensity 7.2.2 Orientation Of Joints 7.2.3 Joint Roughness/Joint Strength
More informationRiver Bank Erosion of the Surma River Due to Slope Failure
River Bank Erosion of the Surma River Due to Slope Failure Md. Shofiqul Islam, Farjana Hoque Department of Petroleum and Mining Engineering, Shahjalal University of Science and Technology, Sylhet 3114,
More informationROCK SLOPE STABILITY ANALYSES
Chapter 5 ROCK SLOPE STABILITY ANALYSES 5.1 ROCK MASS CLASSIFICATION In a mountainous region, construction of road corridor requires original and modified slopes to be stable (Sharma et al. 2013). The
More informationChapter (3) Ultimate Bearing Capacity of Shallow Foundations
Chapter (3) Ultimate Bearing Capacity of Shallow Foundations Introduction To perform satisfactorily, shallow foundations must have two main characteristics: 1. They have to be safe against overall shear
More informationfile:///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 informationChapter (11) Pile Foundations
Chapter (11) Introduction Piles are structural members that are made of steel, concrete, or timber. They are used to build pile foundations (classified as deep foundations) which cost more than shallow
More informationLecture 12: Slope Stability
Lecture 12: Slope Stability Key Questions 1. How do friction and cohesion work together to stabilize slopes? 2. What is trying to pull slope material down? 3. How does the slope angle play a role in slope
More information4. Stability analyses
4. CHAPTER 4 A slope is understood to be a portion of a natural hillside the original profile of which has been modified in a manner of relevance for its stability. A slide is considered to be a state
More informationForces on piles preventing debris slope slips
Risk Analysis VII PI-637 Forces on piles preventing debris slope slips J. Vacek & S. Hrachová Czech Technical University, Klokner Institute, Czech Republic Abstract Failure of rock mass is not a static
More informationSLOPE STABILITY (LIMIT EQUILIBRIUM) ANALYSIS (27)
GG 454 March 18, 2002 1 SLOPE STABILITY (LIMIT EQUILIBRIUM) ANALYSIS (27) I II Main Topics A General procedure for slope stability (limit equilibrium) analyses B Alternative definition of factor of safety
More informationShear strength model for sediment-infilled rock discontinuities and field applications
Shear strength model for sediment-infilled rock discontinuities and field applications Buddhima Indraratna 1, Wuditha Premadasa 2, Jan Nemcik 3 and Mylvaganam Jayanathan 4 1 Centre for Geomechanics and
More informationSlope stability analysis limit equilibrium or the finite element method?
Slope stability analysis limit equilibrium or the finite element method? Carol Matthews and Zeena Farook, Arup; and Peter Helm, Newcastle University 1. Introduction Since the 193s, the limit equilibrium
More informationChapter 5 Shear Strength of Soil
Page 5 Chapter 5 Shear Strength of Soil. The internal resistance per unit area that the soil mass can offer to resist failure and sliding along any plane inside it is called (a) strength (b) shear strength
More informationA design Model for Pile Walls Used to Stabilize Landslides
WV DOH RP #121 Experimental and Analytical Behavior of Slide Suppressors Embedded in Bedrock A design Model for Pile Walls Used to Stabilize Landslides By: Tia Maria Richardson, P.E. Principal Investigator
More informationLecture 6 Folds, Faults and Deformation Dr. Shwan Omar
Fold: A fold is a bend or wrinkle of rock layers or foliation; folds form as a sequence of ductile deformation. Folding is the processes by which crustal forces deform an area of crust so that layers of
More informationIntroduction and Background
Introduction and Background Itasca Consulting Group, Inc. (Itasca) has been participating in the geomechanical design of the underground 118-Zone at the Capstone Minto Mine (Minto) in the Yukon, in northwestern
More informationTheory of Shear Strength
SKAA 1713 SOIL MECHANICS Theory of Shear Strength Prepared by, Dr. Hetty 1 SOIL STRENGTH DEFINITION Shear strength of a soil is the maximum internal resistance to applied shearing forces The maximum or
More informationLandslide FE Stability Analysis
Landslide FE Stability Analysis L. Kellezi Dept. of Geotechnical Engineering, GEO-Danish Geotechnical Institute, Denmark S. Allkja Altea & Geostudio 2000, Albania P. B. Hansen Dept. of Geotechnical Engineering,
More informationChapter 11 10/30/2013. Mass Wasting. Introduction. Factors That Influence Mass Wasting. Introduction. Factors That Influence Mass Wasting
Introduction Chapter 11 Mass wasting - The downslope movement of material resulting from the force of gravity. Mass Wasting Mass wasting results when the force of gravity acting on a slope exceeds the
More informationGEOTECHNICAL 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 informationCONSIDERATION OF SOIL PROPERTIES FOR STABILITY ANALYSES OFPADMA AND JAMUNA RIVERBANK
CONSIDERATION OF SOIL PROPERTIES FOR STABILITY ANALYSES OFPADMA AND JAMUNA RIVERBANK M.S. Islam 1*, L. Sarker 1, M.A. Islam 1, M.A. Islam 1 & R. Karim 2 1 Department of Civil Engineering, Bangladesh University
More informationStress and Strain. Stress is a force per unit area. Strain is a change in size or shape in response to stress
Geologic Structures Geologic structures are dynamically-produced patterns or arrangements of rock or sediment that result from, and give information about, forces within the Earth Produced as rocks change
More informationD1. A normally consolidated clay has the following void ratio e versus effective stress σ relationship obtained in an oedometer test.
(d) COMPRESSIBILITY AND CONSOLIDATION D1. A normally consolidated clay has the following void ratio e versus effective stress σ relationship obtained in an oedometer test. (a) Plot the e - σ curve. (b)
More informationChapter (4) Ultimate Bearing Capacity of Shallow Foundations (Special Cases)
Chapter (4) Ultimate earing Capacity of Shallow Foundations (Special Cases) Ultimate.C. of Shallow Foundations (Special Cases) Introduction The ultimate bearing capacity theories discussed in Chapter 3
More informationSeismic Analysis of Concrete Dams Workshop Field investigations and foundation material properties USSD Annual Conference April 6-7, 2017
Seismic Analysis of Concrete Dams Workshop Field investigations and foundation material properties Foundation deformation modulus For analysis purposes, approach used at Reclamation is to reduce the laboratory
More informationTWO DIMENSIONAL MODELING AND STABILITY ANALYSIS OF SLOPES OVERLAYING TO SHAHID RAGAEE POWER PLANT
4 th International Conference on Earthquake Geotechnical Engineering June 25-28, 2007 Paper No. 1637 TWO DIMENSIONAL MODELING AND STABILITY ANALYSIS OF SLOPES OVERLAYING TO SHAHID RAGAEE POWER PLANT Mohammad
More informationModule 6 (Lecture 22) LATERAL EARTH PRESSURE
Module 6 (Lecture ) LATERAL EARTH PRESSURE 1.1 LATERAL EARTH PRESSURE DUE TO SURCHARGE 1. ACTIVE PRESSURE FOR WALL ROTATION ABOUT TOP- BRACED CUT 1.3 ACTIVE EARTH PRESSURE FOR TRANSLATION OF RETAINING
More informationMass Wasting. Revisit: Erosion, Transportation, and Deposition
Mass Wasting Revisit: Erosion, Transportation, and Deposition While landslides are a normal part of erosion and surface processes, they can be very destructive to life and property! - Mass wasting: downslope
More informationReliability analyses of rock slope stability
Reliability analyses of rock slope stability C. Cherubini & G. Vessia Politecnico di Bari, Bari, Italy ABSTRACT: The benchmark proposed is related to the topic of instability analyses in anchored rock
More informationInfluences of material dilatancy and pore water pressure on stability factor of shallow tunnels
Influences of material dilatancy and pore water pressure on stability factor of shallow tunnels YANG Xiao-li( ), HUANG Fu( ) School of Civil and Architectural Engineering, Central South University, Changsha
More informationRock slope failure along non persistent joints insights from fracture mechanics approach
Rock slope failure along non persistent joints insights from fracture mechanics approach Louis N.Y. Wong PhD(MIT), BSc(HKU) Assistant Professor and Assistant Chair (Academic) Nanyang Technological University,
More informationFoundation Engineering Prof. Dr N.K. Samadhiya Department of Civil Engineering Indian Institute of Technology Roorkee
Foundation Engineering Prof. Dr N.K. Samadhiya Department of Civil Engineering Indian Institute of Technology Roorkee Module 01 Lecture - 03 Shallow Foundation So, in the last lecture, we discussed the
More informationRock slope rock wedge stability
Engineering manual No. 28 Updated: 02/2018 Rock slope rock wedge stability Program: Rock stability File: Demo_manual_28.gsk The aim of the chapter of this engineering manual is to explain a rock slope
More informationUNIT- I Thin plate theory, Structural Instability:
UNIT- I Thin plate theory, Structural Instability: Analysis of thin rectangular plates subject to bending, twisting, distributed transverse load, combined bending and in-plane loading Thin plates having
More informationStructurally controlled instability in tunnels
Structurally controlled instability in tunnels Introduction In tunnels excavated in jointed rock masses at relatively shallow depth, the most common types of failure are those involving wedges falling
More informationThis document downloaded from vulcanhammer.net vulcanhammer.info Chet Aero Marine
This document downloaded from vulcanhammer.net vulcanhammer.info Chet Aero Marine Don t forget to visit our companion site http://www.vulcanhammer.org Use subject to the terms and conditions of the respective
More informationOktoberforum 2005: Case Histories in Engineering Geology and Geotechnical Engineering,, 4 th Oct. 2005, Petaling Jaya
IEM-GSM Oktoberforum 2005: Case Histories in Engineering Geology and Geotechnical Engineering,, 4 th Oct. 2005, Petaling Jaya DISCONTINUITIES STUDY AND ROCK SLOPES STABILITY ANALYSIS FOR ROCK MASS AT DAMANSARA
More informationLecture 9 faults, folds and mountain building
Lecture 9 faults, folds and mountain building Rock deformation Deformation = all changes in size, shape, orientation, or position of a rock mass Structural geology is the study of rock deformation Deformation
More informationEARTH PRESSURES ON RETAINING STRUCTURES
12-1 12. EARTH PRESSURES ON RETAINING STRUCTURES 12.1 Active Pressure and Passive Pressure When a sudden change in level of the ground surface is to be provided for some purpose a retaining structure is
More informationSHORT COMMUNICATIONS
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, VOL. 7, 485492 (ty83) SHORT COMMUNICATIONS ON THE SOLUTION OF PLANE FLOW OF GRANULAR MEDIA FOR JUMP NON-HOMOGENEITY RADOSLAW
More information(Refer Slide Time: 04:21 min)
Soil Mechanics Prof. B.V.S. Viswanathan Department of Civil Engineering Indian Institute of Technology, Bombay Lecture 44 Shear Strength of Soils Lecture No.2 Dear students today we shall go through yet
More informationModule 4 (Lecture 16) SHALLOW FOUNDATIONS: ALLOWABLE BEARING CAPACITY AND SETTLEMENT
Topics Module 4 (Lecture 16) SHALLOW FOUNDATIONS: ALLOWABLE BEARING CAPACITY AND SETTLEMENT 1.1 STRIP FOUNDATION ON GRANULAR SOIL REINFORCED BY METALLIC STRIPS Mode of Failure Location of Failure Surface
More informationSTABILITY PLANNING USING RELIABILTY TECHNIQUES. ASEAN Moving Forward. November 11, 2013, Chiang Mai, THAILAND
STABILITY PLANNING USING RELIABILTY TECHNIQUES ASEAN ++ 2013 Moving Forward November 11, 2013, Chiang Mai, THAILAND Sanga Tangchawal, Ph.D. Professor of Mining Engineering Geoscience Program Mahidol University,
More informationA three-dimensional slope stability analysis method using the upper bound theorem Part I: theory and methods
International Journal of Rock Mechanics & Mining Sciences 38 (2001) 369 378 A three-dimensional slope stability analysis method using the upper bound theorem Part I: theory and methods Zuyu Chen a, *,
More informationApplication of coupled modeling to slope stability assessment
Application of coupled modeling to slope stability assessment P. ~roch~zka' & J. ~ r~kova~ l Czech Technical University 'institute of Rock Structure and Mechanics, Czech Academy of Sciences, Prague, Czech
More informationFoundation Analysis LATERAL EARTH PRESSURE
Foundation Analysis LATERAL EARTH PRESSURE INTRODUCTION Vertical or near-vertical slopes of soil are supported by retaining walls, cantilever sheet-pile walls, sheet-pile bulkheads, braced cuts, and other
More informationTheory of Shear Strength
MAJ 1013 ADVANCED SOIL MECHANICS Theory of Shear Strength Prepared by, Dr. Hetty 1 Strength of different materials Steel Concrete Soil Tensile strength Compressive strength Shear strength Complex behavior
More informationProf. B V S Viswanadham, Department of Civil Engineering, IIT Bombay
56 Module 4: Lecture 7 on Stress-strain relationship and Shear strength of soils Contents Stress state, Mohr s circle analysis and Pole, Principal stressspace, Stress pathsin p-q space; Mohr-Coulomb failure
More informationChapter 12: Lateral Earth Pressure
Part 4: Lateral Earth Pressure and Earth-Retaining Structures Chapter 12: Lateral Earth Pressure Introduction Vertical or near-vertical slopes of soil are supported by retaining walls, cantilever sheetpile
More informationModule 6: Stresses around underground openings. 6.2 STRESSES AROUND UNDERGROUND OPENING contd.
LECTURE 0 6. STRESSES AROUND UNDERGROUND OPENING contd. CASE : When σ x = 0 For σ x = 0, the maximum tangential stress is three times the applied stress and occurs at the boundary on the X-axis that is
More informationR.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 informationAN APPROACH TO THE CLASSIFICATION OF SLOPE MOVEMENTS
Training/workshop on Earthquake Vulnerability and Multi-Hazard Risk Assessment: Geospatial Tools for Rehabilitation and Reconstruction Effort 13 31 March 2006, Islamabad, Pakistan AN APPROACH TO THE CLASSIFICATION
More informationTrench stability in cohesive soil
Trench stability in cohesive soil K. Gorska 1 Wroclaw University of Technology, Poland ABSTRACT Trench is connected to very narrow and deep excavation filled with bentonite suspension. This paper presents
More information3-BEARING CAPACITY OF SOILS
3-BEARING CAPACITY OF SOILS INTRODUCTION The soil must be capable of carrying the loads from any engineered structure placed upon it without a shear failure and with the resulting settlements being tolerable
More informationAB Engineering Manual
AB Engineering Manual Allan Block Retaining Walls This manual presents the techniques used by Allan Block in our engineering practice to design retaining walls. It is not intended as a textbook of soil
More informationFOUNDATION ENGINEERING UNIT V
FOUNDATION ENGINEERING UNIT V RETAINING WALLS Plastic equilibrium in soils active and passive states Rankine s theory cohesion less and cohesive soil - Coloumb s wedge theory condition for critical failure
More information