Site Investigations and Geotechnical Risk For Underground Construction Greg Raines, PE

Underground Risk Management Course Marina Del Rey, California November, Geotechnical Data Reports. Greg Raines, PE

Underground Risk Management Course Marina Del Rey, California November, 2018 Geotechnical Data Reports Greg Raines, PE Gregory.Raines@Stantec.com Introduction What is a Geotechnical Data Report? The GDR

10. GEOTECHNICAL EXPLORATION PROGRAM

Geotechnical site investigations should be conducted in multiple phases to obtain data for use during the planning and design of the tunnel system. Geotechnical investigations typically are performed in

Boreholes. Implementation. Boring. Boreholes may be excavated by one of these methods: 1. Auger Boring 2. Wash Boring 3.

Implementation Boreholes 1. Auger Boring 2. Wash Boring 3. Rotary Drilling Boring Boreholes may be excavated by one of these methods: 4. Percussion Drilling The right choice of method depends on: Ground

Chapter 12 Subsurface Exploration

Page 12 1 Chapter 12 Subsurface Exploration 1. The process of identifying the layers of deposits that underlie a proposed structure and their physical characteristics is generally referred to as (a) subsurface

ENCE 3610 Soil Mechanics. Site Exploration and Characterisation Field Exploration Methods

ENCE 3610 Soil Mechanics Site Exploration and Characterisation Field Exploration Methods Geotechnical Involvement in Project Phases Planning Design Alternatives Preparation of Detailed Plans Final Design

Manual on Subsurface Investigations National Highway Institute Publication No. FHWA NHI Federal Highway Administration Washington, DC

Manual on Subsurface Investigations National Highway Institute Publication No. FHWA NHI-01-031 Federal Highway Administration Washington, DC Geotechnical Site Characterization July 2001 by Paul W. Mayne,

KDOT Geotechnical Manual Edition. Table of Contents

KDOT Geotechnical Manual 2007 Edition The KDOT Geotechnical Manual is available two volumes. Both volumes are very large electronic (pdf) files which may take several minutes to download. The table of

Gotechnical Investigations and Sampling

Gotechnical Investigations and Sampling Amit Prashant Indian Institute of Technology Gandhinagar Short Course on Geotechnical Investigations for Structural Engineering 12 14 October, 2017 1 Purpose of

Soil Mechanics Brief Review. Presented by: Gary L. Seider, P.E.

Soil Mechanics Brief Review Presented by: Gary L. Seider, P.E. 1 BASIC ROCK TYPES Igneous Rock (e.g. granite, basalt) Rock formed in place by cooling from magma Generally very stiff/strong and often abrasive

SITE INVESTIGATION 1

SITE INVESTIGATION 1 Definition The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally referred to as site investigation.

The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally

The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally referred to as sub surface investigation 2 1 For proper

IAEA SAFETY STANDARDS Geotechnical Aspects of Site Evaluation and Foundations in NPPs, NS-G-3.6

IAEA SAFETY STANDARDS Geotechnical Aspects of Site Evaluation and Foundations in NPPs, NS-G-3.6 Regional Workshop on Volcanic, Seismic, and Tsunami Hazard Assessment Related to NPP Siting Activities and

Preliminary Geotechnical and Environmental Report

` Preliminary Geotechnical and Environmental Report (Volume 2) December 2011 THIS PAGE INTENTIONALLY LEFT BLANK VOLUME 2 Summary As part of PE phase, the following investigations were performed: Geotechnical

SCOPE OF INVESTIGATION Simple visual examination of soil at the surface or from shallow test pits. Detailed study of soil and groundwater to a

Lecture-5 Soil Exploration Dr. Attaullah Shah 1 Today s Lecture Purpose of Soil Exploration Different methods 1. Test trenches and Pits 2. Auger and Wash Boring 3. Rotary Drilling 4. Geophysical Methods

ATTACHMENT A PRELIMINARY GEOTECHNICAL SUMMARY

ATTACHMENT A PRELIMINARY GEOTECHNICAL SUMMARY Kevin M. Martin, P.E. KMM Geotechnical Consultants, LLC 7 Marshall Road Hampstead, NH 0384 603-489-6 (p)/ 603-489-8 (f)/78-78-4084(m) kevinmartinpe@aol.com

B-1 BORE LOCATION PLAN. EXHIBIT Drawn By: 115G BROOKS VETERINARY CLINIC CITY BASE LANDING AND GOLIAD ROAD SAN ANTONIO, TEXAS.

N B-1 SYMBOLS: Exploratory Boring Location Project Mngr: BORE LOCATION PLAN Project No. GK EXHIBIT Drawn By: 115G1063.02 GK Scale: Checked By: 1045 Central Parkway North, Suite 103 San Antonio, Texas 78232

patersongroup Design for Earthquakes Consulting Engineers May 19, 2016 File: PG3733-LET.01

patersongroup May 19, 2016 File: PG3733-LET.01 Hydro Ottawa Limited c/o Cresa Toronto 170 University Avenue, Suite 1 Toronto, Ontario M5H 3B3 Attention: Ms. Barbara Wright Consulting Engineers 154 Colonnade

Horizontal Directional Drilling: An Approach to Design and Construction. Presenter: John Briand, PE Co-Author: Danielle Neamtu, PE

Horizontal Directional Drilling: An Approach to Design and Construction Presenter: John Briand, PE Co-Author: Danielle Neamtu, PE Presentation Outline General HDD overview Conceptual-level evaluation Detailed

SI Planning & Laboratory Testing for Hill-Site Development

SI Planning & Laboratory Testing for Hill-Site Development 21 April 2009 IEM Penang Ir. Tan Yean Chin G&P Geotechnics Sdn Bhd Cameron Highlands, 1961 Genting Highland Tower 1993 Bukit Antarabangsa, 1999

Depth (ft) USCS Soil Description TOPSOIL & FOREST DUFF

Test Pit No. TP-6 Location: Latitude 47.543003, Longitude -121.980441 Approximate Ground Surface Elevation: 1,132 feet Depth (ft) USCS Soil Description 0 1.5 1.5 5.0 SM 5.0 8.0 SM Loose to medium dense,

Module 1 : Site Exploration and Geotechnical Investigation

Objectives In this section you will learn the following Displacement borings Wash boring Auger boring Rotary drilling Percussion drilling Continuous sampling Boring methods of exploration The boring methods

Pierce County Department of Planning and Land Services Development Engineering Section

Page 1 of 7 Pierce County Department of Planning and Land Services Development Engineering Section PROJECT NAME: DATE: APPLICATION NO.: PCDE NO.: LANDSLIDE HAZARD AREA (LHA) GEOLOGICAL ASSESSMENT REPORT

DRILL HOLE # BH-BGC13-FN-01

DILL HOLE # BH-BGC3-FN-0 Drill Method: Mud otary/coring Depth To ock (m): N/A Page of 7 eviewed by: AJB 0 GAVEL (GW) Fine to coarse, sandy, well graded, dense, max particle size = 30 mm, angular to subrounded,

The attitude he maintains in his relation to the engineer is very well stated in his own words:

Su bsurface Soil Exploration, 53: 139 Foundation Engineering Geotechnical companies that have a history of experience in a given region usually have extensive boring logs and maps telling where the borings

Project: ITHACA-TOMPKINS REGIONAL AIRPORT EXPANSION Project Location: ITHACA, NY Project Number: 218-34 Key to Soil Symbols and Terms TERMS DESCRIBING CONSISTENCY OR CONDITION COARSE-GRAINED SOILS (major

APPENDIX C HYDROGEOLOGIC INVESTIGATION

Figure B-5.7 Figure B-5.8 Preliminary Geotechnical and Environmental Report Appendix C Hydrogeologic Investigation APPENDIX C HYDROGEOLOGIC INVESTIGATION December 21, 2011 WESTSIDE SUBWAY EXTENSION PROJECT

GEOTECHNICAL SITE CHARACTERIZATION

GEOTECHNICAL SITE CHARACTERIZATION Neil Anderson, Ph.D. Professor of Geology and Geophysics Richard W. Stephenson, P.E., Ph.D. Professor of Civil, Architectural and Environmental Engineering University

Cone Penetration Testing in Geotechnical Practice

Cone Penetration Testing in Geotechnical Practice Table Of Contents: LIST OF CONTENTS v (4) PREFACE ix (2) ACKNOWLEDGEMENTS xi (1) SYMBOL LIST xii (4) CONVERSION FACTORS xvi (6) GLOSSARY xxii 1. INTRODUCTION

Chapter I Basic Characteristics of Soils

Chapter I Basic Characteristics of Soils Outline 1. The Nature of Soils (section 1.1 Craig) 2. Soil Texture (section 1.1 Craig) 3. Grain Size and Grain Size Distribution (section 1.2 Craig) 4. Particle

GEOTECHNICAL INVESTIGATION OF RAILWAYS

GEOTECHNICAL INVESTIGATION OF RAILWAYS Prof. Hannes Gräbe University of Pretoria Transnet Chair in Railway Engineering May 2011 Contents Cost considerations Objectives Phased approach to site investigation

Site Investigation and Landfill Construction I

Site Investigation and Landfill Construction I Gernot Döberl Vienna University of Technology Institute for Water Quality, Resources and Waste Management Contents Site Investigation Base Liners Base Drainage

Instructional Objectives

GE 6477 DISCONTINUOUS ROCK 8. Fracture Detection Dr. Norbert H. Maerz Missouri University of Science and Technology (573) 341-6714 norbert@mst.edu Instructional Objectives 1. List the advantages and disadvantages

APPENDIX F CORRELATION EQUATIONS. F 1 In-Situ Tests

APPENDIX F 1 APPENDIX F CORRELATION EQUATIONS F 1 In-Situ Tests 1. SPT (1) Sand (Hatanaka and Uchida, 1996), = effective vertical stress = effective friction angle = atmosphere pressure (Shmertmann, 1975)

3.0 SUMMARY OF FINDINGS

AECOM 500 W Jefferson St. Suite 1600 Louisville, KY 40202 www.aecom.com 502-569-2301 tel 502-569-2304 fax October 17, 2018 Big Rivers Electric Corporation Sebree Generating Station 9000 Highway 2096 Robards,

Prof. Dr.-Ing. Martin Achmus Institute of Soil Mechanics, Foundation Engineering and Waterpower Engineering. Offshore subsoil investigations

Prof. Dr.-Ing. Martin Achmus Institute of Soil Mechanics, Foundation Engineering and Waterpower Engineering Offshore subsoil investigations Addis Ababa, September 2010 Offshore subsoil investigations Presentation

APPENDIX A. Borehole Logs Explanation of Terms and Symbols

APPENDIX A Borehole Logs Explanation of Terms and Symbols Page 153 of 168 EXPLANATION OF TERMS AND SYMBOLS The terms and symbols used on the borehole logs to summarize the results of field investigation

Table 3. Empirical Coefficients for BS 8002 equation. A (degrees) Rounded Sub-angular. 2 Angular. B (degrees) Uniform Moderate grading.

Hatanaka and Uchida (1996); ' 20N 20 12N 20 ' 45 A lower bound for the above equation is given as; 12N 15 ' 45 Table 3. Empirical Coefficients for BS 8002 equation A Angularity 1) A (degrees) Rounded 0

Background. Valley fills Sites in the Area. Construction over Mine Spoil Fills

Construction over Mine Spoil Fills Wayne A. Karem, PhD, PE, PG, D.GE 2014 KSPE Annual Conference Background Strip mining; mountaintop and contour mining Creates huge quantities of mine spoil The mine spoil

Civil Engineering, Surveying and Environmental Consulting WASP0059.ltr.JLS.Mich Ave Bridge Geotech.docx

2365 Haggerty Road South * Canton, Michigan 48188 P: 734-397-3100 * F: 734-397-3131 * www.manniksmithgroup.com August 29, 2012 Mr. Richard Kent Washtenaw County Parks and Recreation Commission 2330 Platt

June 9, R. D. Cook, P.Eng. Soils Engineer Special Services Western Region PUBLIC WORKS CANADA WESTERN REGION REPORT ON

PUBLIC WORKS CANADA WESTERN REGION REPORT ON GEOTECHNICAL INVESTIGATION PROPOSED MARTIN RIVER BRIDGE MILE 306.7 MACKENZIE HIGHWAY Submitted by : R. D. Cook, P.Eng. Soils Engineer Special Services Western

VOLUME III GEOLOGY, HYDROGEOLOGY & GEOTECHNICAL REPORT CAPITAL REGION RESOURCE RECOVERY CENTRE

VOLUME III GEOLOGY, HYDROGEOLOGY & GEOTECHNICAL REPT CAPITAL REGION RESOURCE RECOVERY CENTRE APPENDIX A Borehole Records December Report No. //vol III LIST OF ABBREVIATIONS The abbreviations coonly employed

UNIT I SITE INVESTIGATION AND SELECTION OF FOUNDATION Types of boring 1.Displacement borings It is combined method of sampling & boring operation. Closed bottom sampler, slit cup, or piston type is forced

Conventional Field Testing & Issues (SPT, CPT, DCPT, Geophysical methods)

Conventional Field Testing & Issues (SPT, CPT, DCPT, Geophysical methods) Ajanta Sachan Assistant Professor Civil Engineering IIT Gandhinagar Conventional Field Testing 1 Field Test: In-situ shear strength

M E M O R A N D U M. Mr. Jonathan K. Thrasher, P.E., Mr. Ian Kinnear, P.E. (FL) PSI

M E M O R A N D U M TO: FROM: Mr. Mark Schilling Gulf Interstate Engineering Mr. Jonathan K. Thrasher, P.E., Mr. Ian Kinnear, P.E. (FL) PSI DATE: November 11, 2014 RE: Summary of Findings Geotechnical

SASKATCHEWAN STRATIGRAPHY GLACIAL EXAMPLE BOULDERS IN GLACIAL DEPOSITS

SASKATCHEWAN STRATIGRAPHY GLACIAL EXAMPLE BOULDERS IN GLACIAL DEPOSITS 51 SASKATCHEWAN STRATIGRAPHY GLACIAL SURFICIAL STRATIFIED DEPOSITS 52 SASKATCHEWAN STRATIGRAPHY GLACIAL EXAMPLE OF SEDIMENT DEPOSITION

GEOTECHNICAL POLICIES AND PROCEDURES MANUAL CHAPTER 5 GEOTECHNICAL INVESTIGATION PLANNING GUIDELINES

GEOTECHNICAL POLICIES AND PROCEDURES MANUAL CHAPTER 5 GEOTECHNICAL INVESTIGATION PLANNING GUIDELINES GEOTECHNICAL INVESTIGATION PLANNING GUIDELINES 5-i TABLE OF CONTENTS 1. PURPOSE... 1 2. INTRODUCTION...

Safe bearing capacity evaluation of the bridge site along Syafrubesi-Rasuwagadhi road, Central Nepal

Bulletin of the Department of Geology Bulletin of the Department of Geology, Tribhuvan University, Kathmandu, Nepal, Vol. 12, 2009, pp. 95 100 Safe bearing capacity evaluation of the bridge site along

Advanced Foundation Engineering

2013 Advanced Foundation Engineering Prof.T.G. Sitharam Indian Institute of Science, Bangalore CHAPTER 1: Soil Exploration 1.1 Introduction 1.2 Boring of Holes 1.2.1 Auger Method 1.2.1.1 Hand Operated

BR-01 PAINT BRIDGE NO. 55 C GENERAL PLAN 720'-0" VC 605'-0" VC 1. FOR INDEX TO PLANS, QUANTITIES, AND GENERAL NOTES, SEE "INDEX TO PLANS" SHEET.

2'-" VC 6'-" VC BB EB 1 1 1 1 1 TV - " TV CONDUITS (COX E 8 - " ELECTRIC CONDUITS (SDG & E T - " TELEPHONE CONDUITS 1. FOR INDEX TO PLANS, QUANTITIES, AND GENERAL NOTES, SEE "INDEX TO PLANS" SHEET. 2.

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

Appendix J. Geological Investigation

Appendix J Geological Investigation Appendix J Geological Environment Table of Contents Page 1 INTRODUCTION...J-1 1.1 Purpose of the Investigation...J-1 1.2 Scope of the Investigation...J-1 2 METHODO OF

Enhanced In-Situ Testing for Geotechnical Site Characterization. Graduate Course CEE 6423

Enhanced In-Situ Testing for Geotechnical Site Characterization SPT, VST, DMT, PMT, CHT, DHT, CPT Graduate Course CEE 6423 Paul W. Mayne, PhD, P.E. Professor, Geosystems Program Civil & Environmental Engineering

IMAGING OF DEEP SINKHOLES USING THE MULTI-ELECTRODE RESISTIVITY IMPLANT TECHNIQUE (MERIT) CASE STUDIES IN FLORIDA

IMAGING OF DEEP SINKHOLES USING THE MULTI-ELECTRODE RESISTIVITY IMPLANT TECHNIQUE (MERIT) CASE STUDIES IN FLORIDA David Harro The G3 Group, 2509 Success Drive, Suite 1, Odessa, FL 33556, david.harro@geo3group.com

R-1 Conveyor Relocation Project Legend 0 500 1000 1500 ft. This map is a user generated static output from an Internet mapping site and is for general reference only. Data layers that appear on this map

CONTENTS. 1. GeneralsG Field Investigation WorkG Laboratory Testing Work Surface Soil Description-- 7.

CONTENTS Page 1. GeneralsG 4 2. Field Investigation WorkG 4 3. Laboratory Testing Work--- 5 4. Surface Soil Description-- 7 Appendix A Borehole Location Plan 11 Soil Profile-- 15 Bore Logs--=---- 18 Appendix

East Land Quality Forum Drilling Techniques; Old and New

East Land Quality Forum Drilling Techniques; Old and New 1 Introduction Different Drilling Methods Rota-sonic drilling What is it and how does it work? Different types of Rota-Sonic/Sonic Drilling Rigs

CHARACTERIZATION OF SOFT CLAY- A CASE STUDY AT CRANEY ISLAND

National Defense Industrial Association 2005 Tri-Service Infrastructure Systems Conference and Exhibition Re-Energizing Engineering Excellence CHARACTERIZATION OF SOFT CLAY- A CASE STUDY AT CRANEY ISLAND

Geotechnical Investigation Juneau Seawalk - Taku Fisheries to Miner s Wharf Juneau, Alaska DM&A Job No

Duane Miller & Associates 5821 Arctic Boulevard, Suite A Anchorage, AK 99518-1654 (907) 644-3200 Fax 644-0507 Arctic & Geotechnical Engineering May 4, 2006 Tetra Tech/KCM, Inc. 1971 First Avenue Seattle,

ENGINEERING GEOLOGY AND ROCK ENGINEERING

1 ENGINEERING GEOLOGY AND ROCK ENGINEERING HANDBOOK NO. 2 Norwegian Group for Rock Mechanics (NBG) www.bergmekanikk.com Prepared in co-operation with Norwegian Tunnelling Society (NFF) Issued in 2000 SECRETARIAT:

Instructional Objectives

GE 343 SUBSURFACE EXPLORATION CH 8 Rock Drilling, Testing, and Sampling Text Ch. 7. Dr. Norbert H. Maerz Missouri University of Science and Technology (573) 341-6714 norbert@mst.edu Instructional Objectives

GEOLOGY, SOILS, AND SEISMICITY

4.9 GEOLOGY, SOILS, AND SEISMICITY 4.9.1 Introduction Information about the geological conditions and seismic hazards in the study area was summarized in the FEIR, and was based on the Geotechnical Exploration

General. DATE December 10, 2013 PROJECT No TO Mary Jarvis Urbandale/Riverside South Development Corporation

DATE December 10, 201 PROJECT No. 10-1121-0260- TO Mary Jarvis Urbandale/Riverside South Development Corporation CC Justin Robitaille, Urbandale Jonathan Párraga, J.L. Richards & Associates Limited FROM

IN SITU TESTING TECHNOLOGY FOR FOUNDATION & EARTHQUAKE ENGINEERING. Wesley Spang, Ph.D., P.E. AGRA Earth & Environmental, Inc.

IN SITU TESTING TECHNOLOGY FOR FOUNDATION & EARTHQUAKE ENGINEERING Wesley Spang, Ph.D., P.E. AGRA Earth & Environmental, Inc. Portland, Oregon In situ testing of soil, which essentially consists of evaluating

Liquefaction Resistance and Internal Erosion Potential of Non-Plastic Silty Sand

Liquefaction Resistance and Internal Erosion Potential of Non-Plastic Silty Sand Jing-Wen CHEN 1, Wei F. LEE 2, Chun-Chi CHEN 3 1 Professor, Department of Civil Engineering, National Chen-Kung University

Table of Contents Chapter 1 Introduction to Geotechnical Engineering 1.1 Geotechnical Engineering 1.2 The Unique Nature of Soil and Rock Materials

Table of Contents Chapter 1 Introduction to Geotechnical Engineering 1.1 Geotechnical Engineering 1.2 The Unique Nature of Soil and Rock Materials 1.3 Scope of This Book 1.4 Historical Development of Geotechnical

Pressurised TBMs and their interaction with weathered rock. Nick Shirlaw

Pressurised TBMs and their interaction with weathered rock Nick Shirlaw Pressurised TBMs Two basic types: slurry or Earth Pressure Balance (EPB) Fundamental differences in how they provide pressure to

ontribution of Geotechnical and Rock echanics design to vertical shaft nking and design

ontribution of Geotechnical and Rock echanics design to vertical shaft nking and design CONTENTS Geological and Geotechnical investigations Pre-sink Examples of Pre-sinking in soft soils Ancillary excavations

Geotechnical Testing Methods I

Geotechnical Testing Methods I Ajanta Sachan Assistant Professor Civil Engineering IIT Gandhinagar Hiding World of Geotechnical Engg!! Foundations Shoring Tunneling Soil Exploration Geotechnical Engg Structures

Rotary Drilling Rotary Drilling Bits

GE 343 SUBSURFACE EXPLORATION CH 8 Rock Drilling, Testing, and Sampling Text Ch. 7. Dr. Norbert H. Maerz Missouri University of Science and Technology (573) 341-6714 norbert@mst.edu Instructional Objectives

Geotechnical Engineering Report

Geotechnical Engineering Report Turner Turnpike Widening Bridge B Bridge Crossing: South 257 th West Avenue Creek County, Oklahoma June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Tulsa,

Geotechnical Engineering Report

Geotechnical Engineering Report Turner Turnpike Widening Polecat Creek Bridge (Bridge A) June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Prepared by: Terracon Consultants, Inc. TABLE

PRELIMINARY GEOTECHNICAL ENGINEERING REPORT. Proposed Re-Development 44 Old Worcester Road Charlton, Massachusetts. Prepared For:

PRELIMINARY GEOTECHNICAL ENGINEERING REPORT Proposed Re-Development 44 Old Worcester Road Charlton, Massachusetts Prepared For: Meridian Associates, Inc. 500 Cummings Center, Suite 5950 Beverly, Massachusetts

SOIL CLASSIFICATION CHART COARSE-GRAINED SOILS MORE THAN 50% RETAINED ON NO.200 SIEVE FINE-GRAINED SOILS 50% OR MORE PASSES THE NO.200 SIEVE PRIMARY DIVISIONS GRAVELS MORE THAN 50% OF COARSE FRACTION RETAINED

B-1 SURFACE ELEVATION

5A 5B LOGGED BY El. S. Bhangoo DRILLING CONTRACTOR Pitcher Drilling DRILLING METHOD Rotary Wash BEGIN DATE 12-14-12 SAMPLER TYPE(S) AND SIZE(S) (ID) SPT, MC BOREHOLE BACKFILL AND COMPLETION COMPLETION

Appendix G GEOLOGICAL INVESTIGATION

Appendix G GEOLOGICAL INVESTIGATION JOB NUMBER: 3268.001 DATE: 10-14-13 BY: CC SITE 0 2000 1"=2000' VICINITY MAP CARGILL PARCEL HICKORY STREET AND ENTERPRISE DRIVE NEWARK, CALIFORNIA FOR

Chapter 3 SUBSOIL EXPLORATION. Omitted parts: Sections & 3.24, 3.25 Examples 3.3, 3.4,3.5

Chapter 3 SUBSOIL EXPLORATION Omitted parts: Sections 3.2-3.10 & 3.24, 3.25 Examples 3.3, 3.4,3.5 GENERAL OBSERVATION Soil does not posses a unique or linear stress-strain relationship. Soil behavior depends

INTRODUCTION TO STATIC ANALYSIS PDPI 2013

INTRODUCTION TO STATIC ANALYSIS PDPI 2013 What is Pile Capacity? When we load a pile until IT Fails what is IT Strength Considerations Two Failure Modes 1. Pile structural failure controlled by allowable

patersongroup 1.0 Geotechnical Desktop Review Consulting Engineers April 18, 2017 PG4080-LET.01

patersongroup April 18, 2017 PG080-LET.01 2015-2017 RR Ltd 311 Richmond Road, Suite 203 Ottawa, ON K1Z 6X3 Attention: Subject: Mr. Jonah Bonn Geotechnical Desktop Review Proposed Drive-Thru Lanes 2015-2017

A. V T = 1 B. Ms = 1 C. Vs = 1 D. Vv = 1

Geology and Soil Mechanics 55401 /1A (2002-2003) Mark the best answer on the multiple choice answer sheet. 1. Soil mechanics is the application of hydraulics, geology and mechanics to problems relating

Geology and Soil Mechanics /1A ( ) Mark the best answer on the multiple choice answer sheet.

Geology and Soil Mechanics 55401 /1A (2003-2004) Mark the best answer on the multiple choice answer sheet. 1. Soil mechanics is the application of hydraulics, geology and mechanics to problems relating

GEOTECHNICAL ENGINEERING II. Subject Code : 06CV64 Internal Assessment Marks : 25 PART A UNIT 1

GEOTECHNICAL ENGINEERING II Subject Code : 06CV64 Internal Assessment Marks : 25 PART A UNIT 1 1. SUBSURFACE EXPLORATION 1.1 Importance, Exploration Program 1.2 Methods of exploration, Boring, Sounding

Hydro One (Sept 2014) Hydro One (Sept 2014) Hydro One (Sept 2014)

TABLE 1 WELL CONSTRUCTION DETAILS MOE WWR No Well ID Location Installation Date Status Easting Coordinates Northing Source Elevation Screened Interval Screened Material Borehole Well Stick-up Ground Top

Underground Excavation Design Classification

Underground Excavation Design Underground Excavation Design Classification Alfred H. Zettler alfred.zettler@gmx.at Rock Quality Designation Measurement and calculation of RQD Rock Quality Designation index

Geology 229 Engineering Geology. Lecture 7. Rocks and Concrete as Engineering Material (West, Ch. 6)

Geology 229 Engineering Geology Lecture 7 Rocks and Concrete as Engineering Material (West, Ch. 6) Outline of this Lecture 1. Rock mass properties Weakness planes control rock mass strength; Rock textures;

Geophysical Site Investigation (Seismic methods) Amit Prashant Indian Institute of Technology Gandhinagar

Geophysical Site Investigation (Seismic methods) Amit Prashant Indian Institute of Technology Gandhinagar Short Course on Geotechnical Aspects of Earthquake Engineering 04 08 March, 2013 Seismic Waves

Engineering Geologic Conditions for Trenchless Application in the Denver Metro Area

North American Society for Trenchless Technology (NASTT) NASTT s 2015 No-Dig Show Denver, Colorado March 15-19, 2015 Paper WM-T4-03 Engineering Geologic Conditions for Trenchless Application in the Denver

Northern Colorado Geotech

PRELIMINARY GEOTECHNICAL ENGINEERING REPORT PROPOSED CECIL FARMS DEVELOPMENT WELD COUNTY ROAD 7, BETWEEN ROADS 7 AND 7 SEVERANCE, COLORADO NORTHERN COLORADO GEOTECH PROJECT NO. 0-6 APRIL 0, 06 Prepared

patersongroup memorandum 1.0 Field Investigation consulting engineers

consulting engineers memorandum to: KDSA Development Corporation - Ms. Susan Anglin - susananglin6@gmail.com re: Pavement Structure Recommendations - Shady Maple Road Proposed Braeburn Estates Residential

CPT Data Interpretation Theory Manual

CPT Data Interpretation Theory Manual 2016 Rocscience Inc. Table of Contents 1 Introduction... 3 2 Soil Parameter Interpretation... 5 3 Soil Profiling... 11 3.1 Non-Normalized SBT Charts... 11 3.2 Normalized

APPENDIX C. Borehole Data

APPENDIX C Borehole Data MAJOR DIVISIONS SOIL CLASSIFICATION CHART SYMBOLS GRAPH LETTER TYPICAL DESCRIPTIONS ADDITIONAL MATERIAL

TAKING THE MYSTERY OUT OF USACE S ER DRILLING IN EARTH EMBANKMENT DAMS AND LEVEES

TAKING THE MYSTERY OUT OF USACE S ER 1110-1-1807 DRILLING IN EARTH EMBANKMENT DAMS AND LEVEES 237 237 237 217 217 217 200 200 200 80 119 27 252 174.59 1 255 255 255 0 0 0 163 163 163 131 132 122 239 65

DATA REPORT GEOTECHNICAL INVESTIGATION GALVESTON CRUISE TERMINAL 2 GALVESTON, TEXAS

DATA REPORT GEOTECHNICAL INVESTIGATION GALVESTON CRUISE TERMINAL 2 GALVESTON, TEXAS SUBMITTED TO PORT OF GALVESTON 123 ROSENBERG AVENUE, 8TH FLOOR GALVESTON, TEXAS 77553 BY HVJ ASSOCIATES, INC. HOUSTON,

Mitigation of Liquefaction Potential Using Rammed Aggregate Piers

ASCE 2011 557 Mitigation of Liquefaction Potential Using Rammed Aggregate Piers R.W. Rudolph, M. ASCE, G.E. 1, B. Serna, M. ASCE, P.E. 2, and T. Farrell, M. ASCE, G.E. 3 1 Principal Consultant, ENGEO,

GEOTECHNICAL INVESTIGATION REPORT INFRASTRUCTURE PVT LTD

GEOTECHNICAL INVESTIGATION REPORT Client : TAEIN CONSTRUCTION & INFRASTRUCTURE PVT LTD Office address : Flat No.104, A -Wing,1st floor,gloria Park, Paranjape Scheme, Bavdhan Khurd, Chandni Chowk, Pune

LECTURE 10. Module 3 : Field Tests in Rock 3.6 GEOPHYSICAL INVESTIGATION

LECTURE 10 3.6 GEOPHYSICAL INVESTIGATION In geophysical methods of site investigation, the application of the principles of physics are used to the study of the ground. The soil/rock have different characteristics

14 Geotechnical Hazards

Volume 2: Assessment of Environmental Effects 296 14 Geotechnical Hazards Overview This Chapter provides an assessment of the underlying geotechnical conditions to identify: any potential liquefaction

7. Foundation and Slope Stability

The Asian Nuclear Safety Network 7. Foundation and Slope Stability (SER 2.5.4 & 2.5.5) Taek-Mo SHIM k147stm@kins.re.kr Korea Institute of Nuclear Safety Structural Systems and Site Evaluation Department

SITE CHARACTERIZATION

SITE CHARACTERIZATION Part 2. Intrusive Investigation Technologies Tyler E. Gass, CPG Tetra Tech, Inc. Louisville, CO SITE CHARACTERIZATION INTRUSIVE TECHNOLOGIES Defining the Objectives of the Investigation

Integration of Seismic Refraction and 2D Electrical Resistivity in Locating Geological Contact

Open Journal of Geology, 2013, 3, 7-12 doi:10.4236/ojg.2013.32b002 Published Online April 2013 (http://www.scirp.org/journal/ojg) Integration of Seismic Refraction and 2D Electrical Resistivity in Locating

APPENDIX E SOILS TEST REPORTS

Otsego County, NY Site Work Specifications APPENDIX E SOILS TEST REPORTS Blue Wing Services, Inc. July 1, 2010 Blue Wing Services May 20, 2010 Page 2 the site, was not made available to Empire at this