CEEN Geotechnical Engineering Laboratory Session 7 - Direct Shear and Unconfined Compression Tests
|
|
- Denis Dorsey
- 7 years ago
- Views:
Transcription
1 PURPOSE: The parameters of the shear strength relationship provide a means of evaluating the load carrying capacity of soils, stability of slopes, and pile capacity. The direct shear test is one of the methods for obtaining the frictional resistance component (generally termed the angle of internal friction), the cohesive component, c, and the shear stress-strain characteristics. Properly interpreted, these values may be used to determine the ultimate shear resistance of a soil. The unconfined compressive test of a cohesive soil is a useful method for determining the undrained shear strength of the soil. ASTM REF: D , D EQUIPMENT: PROCEDURES: Controlled strain direct shear testing machine, shear box, tamper, caliper, funnels, ring mold, steel plates, Harvard miniature compaction equipment, mixing equipment, compression testing device, computer data acquisition system, balance. Angle of Repose 1. Place the 12 in x 12 in glass plate on a level surface with the roughened side up. 2. Cover the small opening of the funnel with your fingers and fill the funnel with dry sand. Position the small opening of the funnel over the center of the glass plate and allow the sand to flow from the funnel into a conical mound. During flow, keep the opening of the funnel approximately ½ inch above the surface of the conical mound. 3. Using the caliper, determine the diameter of the conical mound at three separate locations. Use these measures to determine the average radius of the conical mound. Position the height indicator rod so that it just touches the top of the sand mound. Pour off the sand and reposition the glass plate under the indicator rod. Use the caliper to determine the height of the conical mound. Direct Shear Tests 1. Remove the shear box and mold from shear testing machine. Record the internal diameter of the mold, the height of each half of the mold, the thickness of the soil tamper, and the mass of the brass loading cylinder. Reassemble the mold and place the brass set rods in place so that both halves of the mold are prevented from sliding. 2. Fill the small aluminum tin with sand and strike flush. Loosely fill the mold by passing the sand through a small funnel. Compact the sand using the tamper. Record the depth to the top of the tamper. Place the brass loading cylinder onto the compacted sand. 3. Carefully position the shear box onto the direct shear testing machine. Adjust the counter balance so that the cross-arm applies minimal additional normal load to the specimen. Increase the normal load on the specimen to the desired value by adding weights to the suspended platform. Position the horizontal deformation indicator and zero appropriately.
2 4. Shear the specimen using a controlled strain rate of approximately 0.04 in/min (Setting 12). Obtain simultaneous readings of proving ring and shear box deformations until a total shear box horizontal displacement of 0.20 inches has been attained. 5. Remove the suspended weights and reverse the direction of movement of the shear device. Manually slide the top of the shear box towards the retreating load piston until it returns to its pre-sheared position. Continue reversing the load piston until a small gap between the piston and shear box is visible. Remove the shear box from the direct shear machine. 6. Repeat steps 2-5 for three additional trials, increasing the suspended normal load by 100% for each subsequent trial. Clay Strength Tests 1. Position the block of undisturbed clay soil on a stable surface. Hold the pocket penetrometer in a horizontal position and slowly push the penetrometer piston into the side of the block specimen until the piston has penetrated to the calibration groove machined into the piston. Observe the internal indicator during penetration and record the maximum scale reading of the indicator prior to full penetration as the unconfined compressive strength of the soil. 2. Insert the pocket shear vane device into the side of the block specimen until the exposed vanes are fully penetrating the soil. Apply a smooth, constant torque to the handle of the shear vane creating a clockwise rotation of the embedded vanes. Continue applying torque until the failure, noted by free rotation of the vanes withing the block specimen. Record the maximum shear vane reading indicated on the dial face of the handle as the undrained shear strength of the soil, which is approximately half of the unconfined comperssive strength. 3. Remove the cylindrical clay specimen from its wrapper and record the diameter and length of the specimen. Carefully place the specimen in the compression loading device so that it is centered on the bottom platen. Adjust the loading device carefully so that the upper platen just makes contact with the specimen. Zero the deformation and proving ring indicators. 4. Apply the axial specimen load by setting the speed indicator to 25, producing an axial strain of approximately 1% per min. This rate of strain is selected to ensure that the time to failure does not exceed about 15 min. Record simultaneous readings of the proving ring and specimen axial deformations until the proving ring deformation continually decreases with increasing strain or until a total strain of 15% strain is reached, whichever occurs first.
3 CALCULATIONS 1. Use the results of the angle of repose tests to determine the slope angle of the conical sand mound (angle of repose). Use this value as an estimate of the angle of internal friction for the loose sand, φ L. 2. Using the shear mold measurements, determine the area of the shear plane in square meters. Compute the effective normal stress (kn/m 2 ) on the shear plane for each test trial. 3. Using the recorded direct shear proving ring deformations, compute the shear load (kn) and shear stress (kn/m 2 ) acting on the soil. Prepare a plot of shear stress versus shear displacement for each test trial. From the data plots, estimate the peak and residual shear strength for each normal stress condition. Construct a plot of peak shear stress vs normal stress and determine the angle of internal friction for the dense sand, φ D. 4. Using the recorded unconfined compression proving ring and specimen deformation data pairs, compute the axial strain and normal stress of the specimen. Prepare a plot of normal stress versus axial strain and estimate the unconfined compressive strength of the soil specimen. Compare the results of all clay strength tests and comment on the similarities/differences noted. The axial strain e t, at any time t, is determined as: ε t = L / L o where: ε t = axial strain at time t, cm/cm (in/in)?l = length change of specimen at time t, cm (in) L o = initial length of test specimen, cm (in) The average cross-sectional area of the specimen A t, at any time t is determined as: A t = A o / (1 - ε t ) where: A t = cross-sectional area of specimen at time t, cm 2 (in 2 ) A o = initial cross-sectional area of the specimen, cm 2 (in 2 ) The applied normal stress σ t, at any time t is determined as: σ t = 10 P t / A t where: σ t = applied compressive stress at time t, kn/m 2 P t = applied load at time t, N
4 Angle of Repose Tests Measurement Average Radius, cm Diameter of Mound, cm Mound Height, cm Angle of Repose Direct Shear Tests Trial Diameter of Mold, cm Height of Bottom Mold, cm Height of Top Mold, cm Thickness of Tamper, cm Mass of Empty Mold, N Depth to Tamper After Compaction, cm Mass of Mold + Sand, N Mass of Brass Load Cylinder, N Added Normal Load, N 1 kn/m 2 = 1 kpa = 0.1 N/cm 2
5 Direct Shear Tests Shear Test Number A B A B A B A B A = Shear Box Displacement (0.01mm) B = Proving Rind Deformation (0.001mm) Load (N) = B 1 kn/m 2 = 1 kpa = 0.1 N/cm 2
6 Clay Strength Tests Trial Number Pocket Penetrometer Reading, tsf Pocket Shear Vane Reading, tsf Cylindrical Soil Specimen Height, cm Cylindrical Soil Specimen Diameter, cm A B A = Axial Displacement (0.001") B = Proving Rind Deformation (0.0001") Load (N) = B 1 tsf = kn/m 2 1 kn/m 2 = 1 kpa = 0.1 N/cm 2
DIRECT SHEAR TEST SOIL MECHANICS SOIL MECHANICS LABORATORY DEPARTMENT OF CIVIL ENGINEERING UNIVERSITY OF MORATUWA SRI LANKA
DIRECT SHEAR TEST SOIL MECHANICS SOIL MECHANICS LABORATORY DEPARTMENT OF CIVIL ENGINEERING UNIVERSITY OF MORATUWA SRI LANKA DIRECT SHEAR TEST OBJEVTIVES To determine the shear strength parameters for a
More informationDrained and Undrained Conditions. Undrained and Drained Shear Strength
Drained and Undrained Conditions Undrained and Drained Shear Strength Lecture No. October, 00 Drained condition occurs when there is no change in pore water pressure due to external loading. In a drained
More informationFigure 2.31. CPT Equipment
Soil tests (1) In-situ test In order to sound the strength of the soils in Las Colinas Mountain, portable cone penetration tests (Japan Geotechnical Society, 1995) were performed at three points C1-C3
More informationKWANG SING ENGINEERING PTE LTD
KWANG SING ENGINEERING PTE LTD 1. INTRODUCTION This report represents the soil investigation works at Aljunied Road / Geylang East Central. The objective of the soil investigation is to obtain soil parameters
More informationLABORATORY DETERMINATION OF CALIFORNIA BEARING RATIO
LABORATORY DETERMINATION OF CALIFORNIA BEARING RATIO STANDARD IS: 2720 (Part 16) 1979. DEFINITION California bearing ratio is the ratio of force per unit area required to penetrate in to a soil mass with
More informationSoil Mechanics. Outline. Shear Strength of Soils. Shear Failure Soil Strength. Laboratory Shear Strength Test. Stress Path Pore Pressure Parameters
Soil Mechanics Shear Strength of Soils Chih-Ping Lin National Chiao Tung Univ. cplin@mail.nctu.edu.tw 1 Outline Shear Failure Soil Strength Mohr-Coulomb Failure Criterion Laboratory Shear Strength Test
More informationproduct manual HS-4210 HS-4210_MAN_09.08 Digital Static Cone Penetrometer
HS-4210_MAN_09.08 product manual HS-4210 Digital Static Cone Penetrometer Introduction This Manual covers the measurement of bearing capacity using the Humboldt Digital Static Cone Penetrometer (DSCP).
More informationGUIDELINE FOR HAND HELD SHEAR VANE TEST
GUIDELINE FOR HAND HELD SHEAR VANE TEST NZ GEOTECHNICAL SOCIETY INC August 2001 CONTENTS Page 1.0 Introduction 2 2.0 Background 2 3.0 Recommended Practice 3 4.0 Undrained Shear Strength 3 5.0 Particular
More informationTECHNICAL REPORT ON SCALA DYNAMIC CONE PENETROMETER IRREGULARITY
TECHNICAL REPORT ON SCALA DYNAMIC CONE PENETROMETER IRREGULARITY CETANZ Technical Report TR 1 Author(s) SJ Anderson, Geotechnics Ltd Report Date First Issue May 2010 Report Revision Date September 2011
More informationStep 11 Static Load Testing
Step 11 Static Load Testing Test loading is the most definitive method of determining load capacity of a pile. Testing a pile to failure provides valuable information to the design engineer and is recommended
More informationGeotechnical Measurements and Explorations Prof. Nihar Ranjan Patra Department of Civil Engineering Indian Institute of Technology, Kanpur
Geotechnical Measurements and Explorations Prof. Nihar Ranjan Patra Department of Civil Engineering Indian Institute of Technology, Kanpur Lecture No. # 13 (Refer Slide Time: 00:18) So last class, it was
More informationFlow Properties of Powders and Bulk Solids
Flow Properties of Powders and Bulk Solids Dietmar Schulze 1 In order to compare and optimize powders regarding flowability and to design powder handling equipment like silos, feeders, and flow promoting
More informationMETHOD A10 (a) THE DETERMINATION OF THE IN-PLACE DRY DENSITY OF SOIL OR GRAVEL BY THE SAND REPLACEMENT METHOD
METHOD A10 (a) THE DETERMINATION OF THE IN-PLACE DRY DENSITY OF SOIL OR GRAVEL BY THE SAND REPLACEMENT METHOD 1 SCOPE The in-place dry density of compacted soil or gravel, as defined below, is determined
More informationINTRODUCTION TO SOIL MODULI. Jean-Louis BRIAUD 1
INTRODUCTION TO SOIL MODULI By Jean-Louis BRIAUD 1 The modulus of a soil is one of the most difficult soil parameters to estimate because it depends on so many factors. Therefore when one says for example:
More informationPullout Testing of Xgrid PET PVC 40/20 IT and Xgrid PET PVC 80/30 IT In Sand
Xgrid PET PVC 40 30 IT and PET PVC 80 30 IT in Sand - Pullout Testing Page 1 Pullout Testing of Xgrid PET PVC 40/20 IT and Xgrid PET PVC 80/30 IT In Sand February, 2006 Submitted to: TEMA Technologies
More informationSoil Mechanics SOIL STRENGTH page 1
Soil Mechanics SOIL STRENGTH page 1 Contents of this chapter : CHAPITRE 6. SOIL STRENGTH...1 6.1 PRINCIPAL PLANES AND PRINCIPAL STRESSES...1 6.2 MOHR CIRCLE...1 6.2.1 POLE METHOD OF FINDING STRESSES ON
More informationFigure A-1. Figure A-2. continued on next page... HPM-1. Grout Reservoir. Neat Cement Grout (Very Flowable) Extension Displacement Plate
Addendum HELICAL PULLDOWN Micropile (HPM) Introduction The HPM is a system for constructing a grout column around the shaft of a standard Helical Screw Foundation (see Figure A1). To begin the process,
More informationc. Borehole Shear Test (BST): BST is performed according to the instructions published by Handy Geotechnical Instruments, Inc.
Design Manual Chapter 6 - Geotechnical 6B - Subsurface Exploration Program 6B-2 Testing A. General Information Several testing methods can be used to measure soil engineering properties. The advantages,
More informationTex-421-A, Splitting Tensile Strength of Cylindrical Concrete Specimens
Contents: Section 1 Overview...2 Section 2 Apparatus...3 Section 3 Test Specimens...4 Section 4 Procedure...5 Texas Department of Transportation 1 08/99 06/08 Section 1 Overview Effective dates: August
More informationAP Physics - Chapter 8 Practice Test
AP Physics - Chapter 8 Practice Test Multiple Choice Identify the choice that best completes the statement or answers the question. 1. A single conservative force F x = (6.0x 12) N (x is in m) acts on
More informationCONSTANT HEAD AND FALLING HEAD PERMEABILITY TEST
CONSTANT HEAD AND FALLING HEAD PERMEABILITY TEST 1 Permeability is a measure of the ease in which water can flow through a soil volume. It is one of the most important geotechnical parameters. However,
More information1 Mobilisation and demobilisation 1 Deep boring sum 2 Cone penetration tests sum 3 Miscellenous tests sum
Malaysian Civil Engineering Standard Method of Measurement (MyCESMM) CLASS D: SITE INVESTIGATION WORK Measurement covered under other classes: Excavation not carried out for the purpose of soil investigation
More informationSOIL-LIME TESTING. Test Procedure for. TxDOT Designation: Tex-121-E 1. SCOPE 2. APPARATUS 3. MATERIALS TXDOT DESIGNATION: TEX-121-E
Test Procedure for SOIL-LIME TESTING TxDOT Designation: Tex-121-E Effective Date: August 2002 1. SCOPE 1.1 This method consists of three parts. 1.1.1 Part I determines the unconfined compressive strength
More informationDynamic Load Testing of Helical Piles
Dynamic Load Testing of Helical Piles ANNUAL KANSAS CITY SPECIALTY SEMINAR 2014 JANUARY 10, 2014 Jorge Beim JWB Consulting LLC Pile Dynamics, Inc. Main Topics Brief description of the Dynamic Load Test
More informationPhysics 3 Summer 1989 Lab 7 - Elasticity
Physics 3 Summer 1989 Lab 7 - Elasticity Theory All materials deform to some extent when subjected to a stress (a force per unit area). Elastic materials have internal forces which restore the size and
More informationBuoyant Force and Archimedes' Principle
Buoyant Force and Archimedes' Principle Introduction: Buoyant forces keep Supertankers from sinking and party balloons floating. An object that is more dense than a liquid will sink in that liquid. If
More informationINDIRECT METHODS SOUNDING OR PENETRATION TESTS. Dr. K. M. Kouzer, Associate Professor in Civil Engineering, GEC Kozhikode
INDIRECT METHODS SOUNDING OR PENETRATION TESTS STANDARD PENETRATION TEST (SPT) Reference can be made to IS 2131 1981 for details on SPT. It is a field edtest to estimate e the penetration e resistance
More information10.1 Powder mechanics
Fluid and Particulate systems 424514 /2014 POWDER MECHANICS & POWDER FLOW TESTING 10 Ron Zevenhoven ÅA Thermal and Flow Engineering ron.zevenhoven@abo.fi 10.1 Powder mechanics RoNz 2/38 Types of flow of
More informationINSITU TESTS! Shear Vanes! Shear Vanes! Shear Vane Test! Sensitive Soils! Insitu testing is used for two reasons:!
In-situ Testing! Insitu Testing! Insitu testing is used for two reasons:! To allow the determination of shear strength or penetration resistance or permeability of soils that would be difficult or impossible
More informationSoil Strength. Performance Evaluation of Constructed Facilities Fall 2004. Prof. Mesut Pervizpour Office: KH #203 Ph: x4046
ENGR-627 Performance Evaluation of Constructed Facilities, Lecture # 4 Performance Evaluation of Constructed Facilities Fall 2004 Prof. Mesut Pervizpour Office: KH #203 Ph: x4046 1 Soil Strength 2 Soil
More informationEXAMPLE 1 DESIGN OF CANTILEVERED WALL, GRANULAR SOIL
EXAMPLE DESIGN OF CANTILEVERED WALL, GRANULAR SOIL A sheet pile wall is required to support a 2 excavation. The soil is uniform as shown in the figure. To take into account the friction between the wall
More informationPOWDER PROPERTIES LABORATORY
Ground Rules POWDER PROPERTIES LABORATORY You will work as a team of no more than 6 students. At the end of this laboratory session each team will turn in a single report. The report will be reviewed,
More informationSolid Mechanics. Stress. What you ll learn: Motivation
Solid Mechanics Stress What you ll learn: What is stress? Why stress is important? What are normal and shear stresses? What is strain? Hooke s law (relationship between stress and strain) Stress strain
More informationAP Physics C. Oscillations/SHM Review Packet
AP Physics C Oscillations/SHM Review Packet 1. A 0.5 kg mass on a spring has a displacement as a function of time given by the equation x(t) = 0.8Cos(πt). Find the following: a. The time for one complete
More informationSTRESS AND DEFORMATION ANALYSIS OF LINEAR ELASTIC BARS IN TENSION
Chapter 11 STRESS AND DEFORMATION ANALYSIS OF LINEAR ELASTIC BARS IN TENSION Figure 11.1: In Chapter10, the equilibrium, kinematic and constitutive equations for a general three-dimensional solid deformable
More informationproduct manual 08.09 H-4210A PORTABLE STATIC CONE PENETROMETER
08.09 product manual H-4210A PORTABLE STATIC CONE PENETROMETER PORTABLE STATIC CONE PENETROMETER GENERAL INFORMATION The H-4210A Static Cone Penetrometer is an unparalleled device for measuring soil consistency.
More informationChar-Lynn Spool Valve Hydraulic Motors. Repair Information. W Series Geroler Motors
Char-Lynn Spool Valve Hydraulic Motors Repair Information W Series Geroler Motors with Parking Brake 004 Nut Key Ring, Retaining Bearing Ring, Retaining Ring, Retaining Washer (Thick), Pressure Washer,
More informationALLOWABLE LOADS ON A SINGLE PILE
C H A P T E R 5 ALLOWABLE LOADS ON A SINGLE PILE Section I. BASICS 5-1. Considerations. For safe, economical pile foundations in military construction, it is necessary to determine the allowable load capacity
More informationThe University of Toledo Soil Mechanics Laboratory
The University of Toledo Soil Mechanics Laboratory Permeability Testing - 1 Constant and Falling Head Tests Introduction In 1856 the French engineer Henri D arcy demonstrated by experiment that it is possible
More informationObjectives. Experimentally determine the yield strength, tensile strength, and modules of elasticity and ductility of given materials.
Lab 3 Tension Test Objectives Concepts Background Experimental Procedure Report Requirements Discussion Objectives Experimentally determine the yield strength, tensile strength, and modules of elasticity
More informationModule 1 : Site Exploration and Geotechnical Investigation. Lecture 4 : In-situ tests [ Section 4.1: Penetrometer Tests ] Objectives
Lecture 4 : In-situ tests [ Section 4.1: Penetrometer Tests ] Objectives In this section you will learn the following Penetrometer Tests Standard penetration test Static cone penetration test Dynamic cone
More informationGeotechnical Testing Methods II
Geotechnical Testing Methods II Ajanta Sachan Assistant Professor Civil Engineering IIT Gandhinagar FIELD TESTING 2 1 Field Test (In-situ Test) When it is difficult to obtain undisturbed samples. In case
More information8.2 Elastic Strain Energy
Section 8. 8. Elastic Strain Energy The strain energy stored in an elastic material upon deformation is calculated below for a number of different geometries and loading conditions. These expressions for
More informationHigh Strain Dynamic Load Testing of Drilled Shafts
Supplemental Technical Specification for High Strain Dynamic Load Testing of Drilled Shafts SCDOT Designation: SC-M-712 (9/15) September 3, 2015 1.0 GENERAL This work shall consist of performing high-strain
More informationStandard Test Method for Mechanical Cone Penetration Tests of Soil 1
Designation: D 3441 98 AMERICAN SOCIETY FOR TESTING AND MATERIALS 100 Barr Harbor Dr., West Conshohocken, PA 19428 Reprinted from the Annual Book of ASTM Standards. Copyright ASTM Standard Test Method
More informationSNC-Lavalin Inc. Montcalm Wastewater Pumping Station Upgrades - Geotechnical Report. October 2011
SNC-Lavalin Inc. Montcalm Wastewater Pumping Station Upgrades - Geotechnical Report October 2011 SNC-Lavalin Inc Montcalm Wastewater Pumping Station Upgrades - Geotechnical Report Table of Contents 1.0
More informationLiner system design for tailings impoundments and heap leach pads
Liner system design for tailings impoundments and heap leach pads John F. Lupo, Ph.D., P.E. AMEC E&E TAILINGS & MINE WASTE 08, VAIL Liner Systems Liner systems Environmental containment of process solutions
More informationNumerical Simulation of CPT Tip Resistance in Layered Soil
Numerical Simulation of CPT Tip Resistance in Layered Soil M.M. Ahmadi, Assistant Professor, mmahmadi@sharif.edu Dept. of Civil Engineering, Sharif University of Technology, Tehran, Iran Abstract The paper
More informationSystem. Stability. Security. Integrity. 150 Helical Anchor
Model 150 HELICAL ANCHOR System PN #MBHAT Stability. Security. Integrity. 150 Helical Anchor System About Foundation Supportworks is a network of the most experienced and knowledgeable foundation repair
More informationMIME 3330 Mechanics Laboratory LAB 5: ROTATING BENDING FATIGUE
MIME 3330 Mechanics Laboratory LAB 5: ROTATING BENDING FATIGUE Introduction In this experiment, the finite life fatigue behavior of a smooth cylindrical specimen as shown in Figure 1 will be studied in
More informationTrench Rescue by Buddy Martinette
Trench Rescue by Buddy Martinette SOIL TYPE AND TESTING It is imperative that rescue personnel understand soil types and testing procedures if the want to be competent at trench rescue operations. Determining
More informationMeasurement of Soil Parameters by Using Penetrometer Needle Apparatus
Vol.3, Issue.1, Jan-Feb. 2013 pp-284-290 ISSN: 2249-6645 Measurement of Soil Parameters by Using Penetrometer Needle Apparatus Mahmoud M. Abu zeid, 1 Amr M. Radwan, 2 Emad A. Osman, 3 Ahmed M.Abu-bakr,
More informationAdjustments for the Active Pneumatic Vibration Isolation Table during Final Installation (File version 6)
Adjustments for the Active Pneumatic Vibration Isolation Table during Final Installation (File version 6) Loosening the valves on the steel base plates of the valve assemblies during the installation procedure
More informationLymon C. Reese & Associates LCR&A Consulting Services Tests of Piles Under Axial Load
Lymon C. Reese & Associates LCR&A Consulting Services Tests of Piles Under Axial Load Nature of Services The company has a long history of performance of tests of piles and pile groups under a variety
More informationSite Investigation. Some unsung heroes of Civil Engineering. buried right under your feet. 4. Need good knowledge of the soil conditions
This is an attempt to create a stand alone self learning module on site investigation. Fasten your seat belts. Sit back, relax and enjoy. 1 2 Site Investigation Some unsung heroes of Civil Engineering
More informationLoad Frames. www.humboldtmfg.com 1.800.544.7220 708.468.6300
Lab Equipment Soil Lab Consolidation Load Frames 80 52 ConMatic IPC, Automated Consolidation System, 120/220V 50/60Hz HM-2470A.3F The ConMatic IPC is a fully-automated, incremental pressure controller
More informationHardened Concrete. Lecture No. 14
Hardened Concrete Lecture No. 14 Strength of Concrete Strength of concrete is commonly considered its most valuable property, although in many practical cases, other characteristics, such as durability
More informationSURFACE TREATMENT BOND TEST
Test Procedure for SURFACE TREATMENT BOND TEST Effective Date: March 2011 Published: February 2012 1. SCOPE 1.1. This test procedure is used to determine the bond strength characteristics of the interfaces
More informationImprovement in physical properties for ground treated with rapid impact compaction
International Journal of the Physical Sciences Vol. 6(22), pp. 5133-5140, 2 October 2011 Available online at http://www.academicjournals.org/ijps ISSN 1992-1950 2011 Academic Journals Full Length Research
More informationMechanical Properties of Metals Mechanical Properties refers to the behavior of material when external forces are applied
Mechanical Properties of Metals Mechanical Properties refers to the behavior of material when external forces are applied Stress and strain fracture or engineering point of view: allows to predict the
More informationGround improvement using the vibro-stone column technique
Ground improvement using the vibro-stone column technique A. Kosho 1 A.L.T.E.A & Geostudio 2000, Durres, Albania ABSTRACT The vibro stone columns technique is one of the most used techniques for ground
More informationLaterally Loaded Piles
Laterally Loaded Piles 1 Soil Response Modelled by p-y Curves In order to properly analyze a laterally loaded pile foundation in soil/rock, a nonlinear relationship needs to be applied that provides soil
More informationEXPERIMENT 10 CONSTANT HEAD METHOD
EXPERIMENT 10 PERMEABILITY (HYDRAULIC CONDUCTIVITY) TEST CONSTANT HEAD METHOD 106 Purpose: The purpose of this test is to determine the permeability (hydraulic conductivity) of a sandy soil by the constant
More informationDETERMINATION OF SOIL STRENGTH CHARACTERISTICS PERFORMING THE PLATE BEARING TEST
III Międzynarodowa Konferencja Naukowo-Techniczna Nowoczesne technologie w budownictwie drogowym Poznań, 8 9 września 005 3rd International Conference Modern Technologies in Highway Engineering Poznań,
More informationCommonwealth of Pennsylvania PA Test Method No. 632 Department of Transportation October 2013 5 Pages LABORATORY TESTING SECTION. Method of Test for
Commonwealth of Pennsylvania PA Test Method No. 632 Department of Transportation 5 Pages LABORATORY TESTING SECTION Method of Test for TIME OF SETTING OF CONCRETE MIXTURES BY PENETRATION RESISTANCE 1.
More informationTHE COMPETENT PERSON & SOIL TESTING. This easy-to-use Leader s Guide is provided to assist in conducting a successful presentation.
THE COMPETENT PERSON & SOIL TESTING This easy-to-use Leader s Guide is provided to assist in conducting a successful presentation. Featured are: INTRODUCTION: A brief description of the program and the
More informationEVALUATING INSTALLATION DISTURBANCE OF HELICAL ANCHORS IN CLAY FROM FIELD VANE TESTS
EVALUATING INSTALLATION DISTURBANCE OF HELICAL ANCHORS IN CLAY FROM FIELD VANE TESTS Alan J. Lutenegger, John Erikson and Nicholas Williams, Department of Civil & Environmental Engineering, University
More informationGeotechnical Measurements and Explorations Prof. Nihar Ranjan Patra Department of Civil Engineering Indian Institute of Technology, Kanpur
Geotechnical Measurements and Explorations Prof. Nihar Ranjan Patra Department of Civil Engineering Indian Institute of Technology, Kanpur Lecture No. # 28 Last lecture we have covered this Atterberg limit,
More informationPART TWO GEOSYNTHETIC SOIL REINFORCEMENT. Martin Street Improvements, Fredonia, Wisconsin; Keystone Compac Hewnstone
GEOSYNTHETIC SOIL REINFORCEMENT Martin Street Improvements, Fredonia, Wisconsin; Keystone Compac Hewnstone DESIGN MANUAL & KEYWALL OPERATING GUIDE GEOSYNTHETIC SOIL REINFORCEMENT Keystone retaining walls
More informationFOUNDATION DESIGN. Instructional Materials Complementing FEMA 451, Design Examples
FOUNDATION DESIGN Proportioning elements for: Transfer of seismic forces Strength and stiffness Shallow and deep foundations Elastic and plastic analysis Foundation Design 14-1 Load Path and Transfer to
More informationGUIDELINES FOR TESTING FRESH SELF-COMPACTING CONCRETE
Growth Contract No. GRD2-2000-30024 GUIDELINES FOR TESTING FRESH SELF-COMPACTING CONCRETE Principal author: G. DE SCHUTTER September 2005 European Research Project: MEASUREMENT OF PROPERTIES OF FRESH SELF-COMPACTING
More informationHollow Cylinder Apparatus (GDS SS-HCA)
HCA:1 Options available for SS-HCA Axial Load/Torque 1kN/1Nm 1kN/2Nm 12kN/2Nm 15kN/4Nm Dynamic upgrade frequencies Hollow Cylinder Apparatus (GDS SS-HCA).5Hz 2Hz 1Hz 5Hz Sample Height/Outer Ø/Inner Ø 2/1/6mm
More informationComprehensive Design Example 2: Foundations for Bulk Storage Facility
Comprehensive Design Example 2: Foundations for Bulk Storage Facility Problem The project consists of building several dry product storage silos near an existing rail siding in an open field presently
More informationBy D. P. StewarP and M. F. Randolph z
T-BAR PENETRATION TESTING IN SOFT CLAY By D. P. StewarP and M. F. Randolph z ABSTRACT: A t-bar penetration test for soft clay that can be performed with existing cone penetration test (CPT) equipment is
More informationApr 17, 2000 LAB MANUAL 1811.0
Apr 17, 2000 LAB MANUAL 1811.0 1811 BULK SPECIFIC GRAVITY (GMB) AND DENSITY OF COMPACTED BITUMINOUS SPECIMENS USING PARAFFIN OR PARAFILM ASTM Designation D 1188 (MN/DOT Modified) 1811.1 SCOPE This test
More informationStandard Test Procedures Manual
STP 206-4 Standard Test Procedures Manual Section: 1. SCOPE 1.1. Description of Test This method describes the procedure for determining the liquid limit, plastic limit and the plasticity index of coarse-grained
More informationC O N V E Y O R C O M P O N E N T S C H A I N S B E L T S B E A R I N G S
C O N V E Y O R C O M P O N E N T S C H A I N S B E L T S B E A R I N G S January 2009 Issue 6 Valu Guide Brackets The Ultimate in Adjustability and Cost Savings Valu Guide brackets are part of a family
More informationSAMPLE GUIDE SPECIFICATIONS FOR OSTERBERG CELL LOAD TESTING OF DEEP FOUNDATIONS
Page 1 of 9 SAMPLE GUIDE SPECIFICATIONS FOR OSTERBERG CELL LOAD TESTING OF DEEP FOUNDATIONS 1. GENERAL REQUIREMENTS 1. Description of Work: This work consists of furnishing all materials, equipment and
More informationPILE FOUNDATIONS FM 5-134
C H A P T E R 6 PILE FOUNDATIONS Section I. GROUP BEHAVIOR 6-1. Group action. Piles are most effective when combined in groups or clusters. Combining piles in a group complicates analysis since the characteristics
More informationPERFORMANCE TEST REPORT. Rendered to: FORMTECH ENTERPRISES, INC. SERIES/MODEL: Truline PRODUCT TYPE: PVC Seawall
PERFORMANCE TEST REPORT Rendered to: FORMTECH ENTERPRISES, INC. SERIES/MODEL: Truline PRODUCT TYPE: PVC Seawall Report No.: Test Dates: 04/17/12 Through: 04/18/12 Report Date: 06/13/12 130 Derry Court
More informationSoil Testing Soil index properties 24. Cone Penetrometer Method BS 1377, 1924-2, EN DD ENV 1997-2. Semi-Automatic Cone Penetrometer
24 Soil index properties Soil Index Properties Soil index properties are used extensively by engineers to discriminate between the different kinds of soil within a broad category, e.g. clay will exhibit
More informationSPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 11/5/13)
Page 1 of 7 STONE STRONG SYSTEMS SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised ) PART 1: GENERAL 1.01 Description A. Work includes furnishing and installing precast modular blocks
More informationActivity P13: Buoyant Force (Force Sensor)
Activity P13: Buoyant Force (Force Sensor) Equipment Needed Qty Equipment Needed Qty Economy Force Sensor (CI-6746) 1 Mass and Hanger Set (ME-9348) 1 Base and Support Rod (ME-9355) 1 Ruler, metric 1 Beaker,
More informationMETHOD OF STATEMENT FOR STATIC LOADING TEST
Compression Test, METHOD OF STATEMENT FOR STATIC LOADING TEST Tension Test and Lateral Test According to the American Standards ASTM D1143 07, ASTM D3689 07, ASTM D3966 07 and Euro Codes EC7 Table of Contents
More informationLABORATORY II. PLASTICITY - Atterberg limits. w L - Cone test, Cassagrande test
LABORATORY II. PLASTICITY - Atterberg limits w L - Cone test, Cassagrande test Consistency - limits I P w L w P Is plasticity important? Smectite Structure Tetrahedral layer Octahedral layer Tetrahedral
More informationMECHANICS OF MATERIALS
T dition CHTR MCHNICS OF MTRIS Ferdinand. Beer. Russell Johnston, Jr. John T. DeWolf ecture Notes: J. Walt Oler Texas Tech University Stress and Strain xial oading - Contents Stress & Strain: xial oading
More informationPART I SIEVE ANALYSIS OF MATERIAL RETAINED ON THE 425 M (NO. 40) SIEVE
Test Procedure for PARTICLE SIZE ANALYSIS OF SOILS TxDOT Designation: Tex-110-E Effective Date: August 1999 1. SCOPE 1.1 This method covers the quantitative determination of the distribution of particle
More information1997 Uniform Administrative Code Amendment for Earthen Material and Straw Bale Structures Tucson/Pima County, Arizona
for Earthen Material and Straw Bale Structures SECTION 70 - GENERAL "APPENDIX CHAPTER 7 - EARTHEN MATERIAL STRUCTURES 70. Purpose. The purpose of this chapter is to establish minimum standards of safety
More informationPenetration rate effects on cone resistance measured in a calibration chamber
Penetration rate effects on cone resistance measured in a calibration chamber K. Kim Professional Service Industries, Inc, Houston, TX, USA M. Prezzi & R. Salgado Purdue University, West Lafayette, IN,
More informationEarth Pressure and Retaining Wall Basics for Non-Geotechnical Engineers
PDHonline Course C155 (2 PDH) Earth Pressure and Retaining Wall Basics for Non-Geotechnical Engineers Instructor: Richard P. Weber, P.E. 2012 PDH Online PDH Center 5272 Meadow Estates Drive Fairfax, VA
More informationStress Strain Relationships
Stress Strain Relationships Tensile Testing One basic ingredient in the study of the mechanics of deformable bodies is the resistive properties of materials. These properties relate the stresses to the
More informationExperiment 7: Forces and Torques on Magnetic Dipoles
MASSACHUSETTS INSTITUTE OF TECHNOLOY Department of Physics 8. Spring 5 OBJECTIVES Experiment 7: Forces and Torques on Magnetic Dipoles 1. To measure the magnetic fields due to a pair of current-carrying
More informationScrew Thread Design. Rev. 3-4-09
Screw Thread Design Screw Thread Fundamentals A screw thread is defined as a ridge of uniform section in the form of a helix on either the external or internal surface of a cylinder. Internal threads refer
More informationPERMEABILITY TEST. To determine the coefficient of permeability of a soil using constant head method.
PERMEABILITY TEST A. CONSTANT HEAD OBJECTIVE To determine the coefficient of permeability of a soil using constant head method. need and Scope The knowledge of this property is much useful in solving problems
More informationS.3.6. BULK DENSITY AND TAPPED DENSITY OF POWDERS. Final text for addition to The International Pharmacopoeia
March 2012 S.3.6. BULK DENSITY AND TAPPED DENSITY OF POWDERS Final text for addition to The International Pharmacopoeia This monograph was adopted at the Forty-sixth WHO Expert Committee on Specifications
More informationValidation of Cable Bolt Support Design in Weak Rock Using SMART Instruments and Phase 2
Validation of Cable Bolt Support Design in Weak Rock Using SMART Instruments and Phase 2 W.F. Bawden, Chair Lassonde Mineral Engineering Program, U. of Toronto, Canada J.D. Tod, Senior Engineer, Mine Design
More informationTRENCHING AND SHORING EXCAVATIONS PROGRAM
TRENCHING AND SHORING EXCAVATIONS PROGRAM TRENCHING AND SHORING EXCAVATIONS PROGRAM The purpose of this program is to provide information to our company employees and to interested persons that Northern
More informationE4055. Quiz. Soil Classification. Name: SOIL CLASSIFICATION QUESTIONS
E4055 Soil Classification Quiz SOIL CLASSIFICATION Name: Date: QUESTIONS 1 TRUE/FALSE 1. An average cave-in can drop five yards or 13,500 pounds of dirt. 2. A competent person should be knowledgeable of
More informationCOMPACTING BITUMINOUS SPECIMENS USING THE SUPERPAVE GYRATORY COMPACTOR (SGC)
Test Procedure for COMPACTING BITUMINOUS SPECIMENS USING THE SUPERPAVE TxDOT Designation: Tex-241-F Effective Date: December 2015 1. SCOPE 1.1 Use this test method to: compact cylindrical specimens of
More informationLab 1 Concrete Proportioning, Mixing, and Testing
Lab 1 Concrete Proportioning, Mixing, and Testing Supplemental Lab manual Objectives Concepts Background Experimental Procedure Report Requirements Discussion Prepared By Mutlu Ozer Objectives Students
More information