LABORATORY TESTING OF SOILS

Similar documents
1 Mobilisation and demobilisation 1 Deep boring sum 2 Cone penetration tests sum 3 Miscellenous tests sum

c. Borehole Shear Test (BST): BST is performed according to the instructions published by Handy Geotechnical Instruments, Inc.

QUESTION TO AUDIENCE

Schedule of Accreditation issued by United Kingdom Accreditation Service High Street, Feltham, Middlesex, TW13 4UN, UK

SPECIFICATION FOR DYNAMIC CONSOLIDATION / DYNAMIC REPLACEMENT

CIVL451. Soil Exploration and Characterization

KWANG SING ENGINEERING PTE LTD

Geotechnical Investigation using Standard Penetration Test (SPT) in Rangamati, Bandarban and Khagrachari Towns

Site Investigation. Some unsung heroes of Civil Engineering. buried right under your feet. 4. Need good knowledge of the soil conditions

GEOTECHNICAL DESIGN MANUAL

Chapter 5 FIELD AND LABORATORY TESTING PROCEDURES

Cone Penetration Testing in Geotechnical Practice. Tom Lunne Peter K. Robertson John J.M. Powell

SITE INVESTIGATION FACILITIES

Geotechnical Investigation Test Report

Drained and Undrained Conditions. Undrained and Drained Shear Strength

Eurocode 7 - Geotechnical design - Part 2 Ground investigation and testing

STP883-EB/Nov Subject Index

ANNEX D1 BASIC CONSIDERATIONS FOR REVIEWING STUDIES IN THE DETAILED RISK ASSESSMENT FOR SAFETY

2009 Japan-Russia Energy and Environment Dialogue in Niigata S2-6 TANAKA ERINA

INDIRECT METHODS SOUNDING OR PENETRATION TESTS. Dr. K. M. Kouzer, Associate Professor in Civil Engineering, GEC Kozhikode

HIGHWAYS DEPARTMENT GUIDANCE NOTES ON SOIL TEST FOR PAVEMENT DESIGN

Soil Mechanics. Soil Mechanics

Chapter 4 SUBSURFACE INVESTIGATION GUIDELINES

Soil Testing Soil index properties 24. Cone Penetrometer Method BS 1377, , EN DD ENV Semi-Automatic Cone Penetrometer

TECHNICAL NOTE: SI 01 SPECIFIC REQUIREMENTS FOR THE ACCREDITATION OF INSPECTION BODIES FOR SITE INVESTIGATION

Chittagong Hill Tract Development Facilities (CHTDF) United Nations Development Programme

INSITU TESTS! Shear Vanes! Shear Vanes! Shear Vane Test! Sensitive Soils! Insitu testing is used for two reasons:!

TENDER NO: PSER:SCT:SNG-C1667:15 VOLUME III PRICE SCHEDULE (REV-00)

Work Type Definition and Submittal Requirements

International Journal of Scientific & Engineering Research, Volume 4, Issue 9, September ISSN

E4055. Quiz. Soil Classification. Name: SOIL CLASSIFICATION QUESTIONS

Module 1 : Site Exploration and Geotechnical Investigation. Lecture 4 : In-situ tests [ Section 4.1: Penetrometer Tests ] Objectives

FINAL REPORT ON SOIL INVESTIGATION

COMPENDIUM OF INDIAN STANDARDS ON SOIL ENGINEERING PART 2

CEEN Geotechnical Engineering Laboratory Session 7 - Direct Shear and Unconfined Compression Tests

Geotechnical Standards Eurocodes. An update

Module 1 : Site Exploration and Geotechnical Investigation. Lecture 5 : Geophysical Exploration [ Section 5.1 : Methods of Geophysical Exploration ]

LABORATORY CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES

Table of Contents 10.1 GENERAL

CONSULTANCY & MATERIAL TESTING FACILITY

Soil Mechanics. Outline. Shear Strength of Soils. Shear Failure Soil Strength. Laboratory Shear Strength Test. Stress Path Pore Pressure Parameters

Geotechnical Measurements and Explorations Prof. Nihar Ranjan Patra Department of Civil Engineering Indian Institute of Technology, Kanpur

Soil Classification Through Penetration Tests

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 3, 2013

GUIDELINES FOR GEOTECHNICAL INVESTIGATION OF BRIDGE STRUCTURES. Materials Engineering Report No M (Supersedes Report No.

Pavements should be well drained both during and upon completion of construction. Water should not be allowed to pond on or near pavement surfaces.

Geotechnical Testing Methods II

product manual HS-4210 HS-4210_MAN_09.08 Digital Static Cone Penetrometer

Anirudhan I.V. Geotechnical Solutions, Chennai

INTRODUCTION TO SOIL MODULI. Jean-Louis BRIAUD 1

Geotechnical Measurements and Explorations Prof. Nihar Ranjan Patra Department of Civil Engineering Indian Institute of Technology, Kanpur

Tests and Analyses on Shear Strength Increment of Soft Soil under Embankment Fill

SNC-Lavalin Inc. Montcalm Wastewater Pumping Station Upgrades - Geotechnical Report. October 2011

TECHNICAL Summary. TRB Subject Code:62-7 Soil Foundation Subgrades February 2003 Publication No.: FHWA/IN/JTRP-2002/30, SPR-2362

Dr John J M Powell Geolabs Ltd

SOIL INVESTIGATION REPORT

Use and Application of Piezocone Penetration Testing in Presumpscot Formation

APPENDIX F GEOTECHNICAL REPORT

How To Design A Foundation

Strength Determination of "Tooth-Paste" Like Sand and Gravel Washing Fines Using DMT

Standard penetration test (SPT)

King Saud University College of Engineering Civil Engineering Department DEFORMATION OF PARTIALLY SATURATED SAND. Sultan Musaed Al-Ghamdi

Figure CPT Equipment

1.0 INTRODUCTION SCOPE OF WORK EXECUTION OF FIELD WORK LABORATORY TESTS FINDINGS OF THE GEOTECHNICAL INVESTIGATION 9

Physical, mechanical, and hydraulic properties of coal refuse for slurry impoundment design

UNDER DRAINAGE AND FILTER DESIGN

APPENDIX A PRESSUREMETER TEST INTERPRETATION

LABORATORY DETERMINATION OF CALIFORNIA BEARING RATIO

GUIDELINE FOR HAND HELD SHEAR VANE TEST

Mitigation of Expansive Soils Damages

How To Test For Soil

Soil Mechanics SOIL STRENGTH page 1

Method Statement FOR. Soil Investigation

Cone Penetration Testing (CPT) Michael Bailey, P.G. U.S. Army Corps of Engineers, Savannah District

Fundamentals of CONE PENETROMETER TEST (CPT) SOUNDINGS. J. David Rogers, Ph.D., P.E., R.G.

NOTES on the CONE PENETROMETER TEST

GEOTECHNICAL INVESTIGATION. Adelaide Street Pollution Control Plant Outlet Structure Replacement London, Ontario

The physical survey is that part of site investigation which aims to determine the physical properties of the ground. These are required:

Apr 17, 2000 LAB MANUAL PARTICLE SIZE ANALYSIS OF SOILS AASHTO Designation T 88 (Mn/DOT Modified)

INVITATION FOR TENDER FOR SUPPLY OF EQUIPMENT

REPORT. Earthquake Commission. Christchurch Earthquake Recovery Geotechnical Factual Report Merivale

23 Royal Avenue London. Geotechnical Assessment Report. Report No. LW September 2014

The Soils and Foundations chapter of the code is divided into the following three major parts:

USE OF GEOSYNTHETICS FOR FILTRATION AND DRAINAGE

Appendix G. General Practice for Installing and Use of Settlement Plates

CONSTRUCTION MATERIAL TESTING

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

Eurocode 7 Geotechnical design

CONSTANT HEAD AND FALLING HEAD PERMEABILITY TEST

Trench Rescue by Buddy Martinette

Multiple parameters with one Cone Penetration Test. by Mark Woollard

Central Purchase unit National Institute of Technology Srinagar Soil Mechanics Lab of Civil Engineering Department.

CHAPTER 1 INTRODUCTION

Using Combination of SPT, DMT and CPT to Estimate Geotechnical Model for a Special Project in Turkey

CHAPTER 9 SOIL EXPLORATION 9.1 INTRODUCTION

Step 2 Soil Mechanics Introduction The Soil Profile

Pavement Design. Guest Lecturer Dr. Sirous Alavi, P.E. SIERRA TRANSPORTATION Terminal Way, Suite 125 Reno, Nevada 89502

Transcription:

D LABORATORY TESTING OF SOILS GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-1

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-2

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-3

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-4

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-5

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-6

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-7

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-8

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-9

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-10

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-11

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-12

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-13

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-14

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-15

GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-16

Test Procedures for Geotechnical Laboratory and Field Testing for Consultants ASTM Standards Testing Procedure Strength Testing for Cohesive and Granular Soils Consolidated Drained Triaxial with Volume Change Measurements Procedure must be approved Consolidated Undrained Triaxial with Pore Pressure ASTM D4767-95 Unconsolidated Undrained Triaxial with Pore Pressure and Volume Change Procedure must be approved High Pressure Triaxial, Drained or Undrained, Stress or Strain Controlled Procedure must be approved Hoek Cell Triaxial, Stress or Strain Controlled Procedure must be approved Large Scale Triaxial, Drained and Undrained Procedure must be approved Unconsolidated Undrained Triaxial of Cohesive Soils ASTM D2850-95 Unconfined Compressive Strength of Cohesive Soils ASTM D2166-98a Unconfined Compressive Strength of Intact Rock Core Samples ASTM D2938-95 Quick Direct Shear Procedure must be approved Consolidated Drained Peak Direct Shear ASTM D3080-98 Consolidated Drained Peak and Residual Direct Shear ASTM D3080-98 Large Scale Consolidated Drained Peak Direct Shear ASTM D3080-98 Large Scale Consolidated Drained Peak and Residual Direct Shear ASTM D3080-98 Stress Paths Triaxial Test Procedure must be approved K-zero Test Procedure must be approved Load Controlled Cyclic Triaxial Test for Soil ASTM D5311-92 Sample Shear Test Procedure must be approved Repeated Loading Drained and Undrained Triaxial Procedure must be approved Repeated Load Extension Triaxial Procedure must be approved Repeated Loading Simple Shear Test Procedure must be approved Compressibility and Swell Testing One-dimensional Consolidation Properties of Soil ASTM D2435-96 Peat Consolidation Testing Procedure must be approved Swelling Pressure Test Procedure must be approved One-dimensional Swell of Cohesion Soils ASTM D4546-96 One-dimensional Settlement of Cohesion Soils ASTM D4546-96 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-17

Test Procedures for Geotechnical Laboratory and Field Testing for Consultants ASTM Standards Testing Procedure Consolidation with Pore Pressure Measurements Procedure must be approved Large Diameter Consolidation Cell Testing Procedure must be approved Rowe Cell Consolidation and Permeability Testing Procedure must be approved Constant Rate of Deformation with Pore Pressure Measurements ASTM D4186-89 (1998) Constant Rate of Loading with Pore Pressure Measurements Procedure must be approved Controlled Hydraulic Gradient Procedure must be approved Cyclic Loading Consolidation Testing Procedure must be approved Index Properties and Miscellaneous Tests Thin-walled Samplers (Shelby Tubes Samplers) ASTM D1587-94 Standard Penetration Test (SPT) ASTM D1586-98 Preserving and Transportation of Rock Core Samples ASTM D5079-90 (1996) Preserving and Transportation of Soil Samples ASTM D4220-95 Moisture Content ASTM D2216-98 Unit Weight of Undisturbed Samples by various methods Procedure must be approved Atterberg Limits (Liquid and Plastic Limits) ASTM D4318-98 Blenderized Atterberg Limits (Modified ASTM) ASTM D4318-98 Liquid Limit using Cone Penetrometer Method BS1377 : 1975 Liquid and Plastic Limits using the One-Point Method ASTM D4318-98 Shrinkage Limit ASTM D427-93 (1998) Grain Size Analysis for 150 mm maximum size ASTM C136-96a Grain Size Analysis for 75 mm maximum size ASTM C136-96a Grain Size Analysis for 40 mm maximum size ASTM C136-96a Grain Size Analysis for 5 mm maximum size ASTM C136-96a Grain Size Analysis on < 0.08 mm by washed sieving ASTM D1140-97 Hydrometer Analysis ASTM D422-63 (1998) Specific Gravity ASTM D854-92 Moisture-Density Relationship using Methods A, B & C ASTM D698-91 (1998) Moisture-Density Relationship using Method D ASTM D698-91 (1998) Moisture-Density Relationship using the One-Point Method ASTM D698-91 (1998) Moisture-Density Relationship using Methods A, B & C ASTM D1557-91 (1998) GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-18

Test Procedures for Geotechnical Laboratory and Field Testing for Consultants ASTM Standards Testing Procedure Moisture-Density Relationship using Method D ASTM D1557-91 (1998) Correction of Unit Weight for oversize particles ASTM D4718-87 (1994) Maximum Density and Unit Weight using a Vibratory Table ASTM D4253-93 (1996) Minimum Density and Unit Weight and Relative Density ASTM D4254-91 (1996) Laboratory California Bearing Ratio Test ASTM D1883-94 Pocket Penetrometer Test Laboratory Vane Shear, including moisture content ASTM D4648-94 Organic Content by Ignition ASTM D2974-87 (1995) Organic Content by Digestion Procedure must be approved Organic Content by Hydrogen Peroxide Procedure must be approved Water Soluble Sulphate Content Hydraulic Conductivity Tests (Constant Head) ASTM D2434-68 (1994) Hydraulic Conductivity Tests (Falling Head) ASTM D5084-90 (1997) Visual Description and Identification of Soil ASTM D2488-93 Visual Classification of Soil for Engineering Purposes ASTM D2487-98 Pinhole Test for Dispersive Clay Soils ASTM D4647-93 Dispersive Characteristics of Clay Soil by Double Hydrometer Method ASTM D4221-90 Slake Durability of Shale and Weak Rocks ASTM D4644-87 (1992) Calcium Carbonate Content of Soils ASTM D4373-96 ph Testing for Peat Materials ASTM D2976-71 (1996) ph Testing for Soils ASTM D4972-95a Moisture Capillary Relationship for coarse and medium soils ASTM D2325-68 (1994) Field Testing Field Density Testing by Sand Cone ASTM D1556-90 (1996) Field Density Testing by Rubber Balloon ASTM D2167-94 Field Density Testing by Nuclear Densometer ASTM D2922-96 FDR Moisture Probe Procedure must be approved Cone Penetrometer Procedure must be approved Field Vane Shear test in cohesive soils ASTM D2573-94 Repetitive Static Plate Load Tests for Soil ASTM D1195-93 (1997) GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-19

Test Procedures for Geotechnical Laboratory and Field Testing for Consultants ASTM Standards Testing Procedure Non-repetitive Static Plate Load Tests for Soil ASTM D1196-93 (1997) Dutch Cone Penetrometer Procedure must be approved Slope Inclinometer Procedure must be approved Hydraulic Conductivity Tests (Permeability) Procedure must be approved Resisitivity / Conductivity Testing Procedure must be approved Rock Mechanics Testing Procedure must be approved Pressuremeter Procedure must be approved Borehole Shear Procedure must be approved Flat Plate Dilatometer Procedure must be approved Ground Penetrating Radar Procedure must be approved Seismic Reflection Testing Procedure must be approved Cross Hole Shear Wave Testing Procedure must be approved Pile Driver Analyzer Testing Procedure must be approved Pile Under Static Axial Compressive Load ASTM D1143-81 (1994) GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-20