The University of Toledo Soil Mechanics Laboratory
|
|
- Garey Lewis
- 7 years ago
- Views:
Transcription
1 1 Grain Size Distribution Sieve Analysis The University of Toledo Soil Mechanics Laboratory Introduction The grain size distribution is a representation of the approximate distribution of soil grain sizes for a soil. The sieve analysis, also called mechanical method, measures the dry mass of soil retained on each sieve in a stack of sieves, where the sieve opening sizes vary from the largest to smallest going from the top to the bottom of the stack. All the soil particles retained on a particular sieve will have an intermediate size or average diameter that is smaller than the opening of the sieve above and larger than all the sieves below. Thus the individual particle sizes of the soil are not measured but the range of sizes (i.e. smaller than the sieve above and larger than the sieve retaining the particle) is determined. The grain size distribution is obtained by plotting the percent finer by dry mass, the percent of all the soil below a particular sieve, versus the log of the particle diameter, taken as the opening size of the sieve. A smooth curve is drawn to represent the grains size distribution. The grain size distribution is used to classify soils and to determine the suitability of soils for various engineering purposes. Apparatus 1. Drying Oven 2. Mortar and pestle for pulverizing fine grained soils (optional) 3. Set of sieves with mesh openings approximately halved for each successive smaller size sieve (See table below.) 4. Wire and Soft Brush 5. Precision balance capable of measuring samples to 0.1 g. 6. Sieve shaker Size or Opening Number mm Lid Pan Note: Alternatively, other sieve sizes can be substituted for the above sieves. 1 ASTM D (Reapproved 1998) Sieve Analysis - 1
2 Procedure A. Preparation (at least 24 hours before test) 1) Measure approximately 250 g. of a coarse-grained soil. The soil should have more than 95% passing the No. 4 sieve and less than 5% passing the No. 200 sieve. (According to ASTM D 422 Standard Test Method for Particle-Size Analysis of Soils, larger samples are required for soils with larger proportions of the plus No. 4 size. Soils with a greater amount of fines must be pulverized with a pestle and washed through sieves.) 2) Dry the soil in the oven. B. Laboratory 1) Carefully brush the sieves to ensure that all loose material is removed. To prevent damage to the sieves, do not use the wire brush on the No. 100 or No. 200 sieve. 2) Obtain the oven dry mass of the sample. 3) Obtain the weight of the pan. 4) Combine the sieves into a stack with the pan on the bottom. 5) Pour the soil into the top sieve and place the lid on the top sieve. 6) Place the sieve on the mechanical shaker and run the shaker for 10 to 15 minutes. 7) Remove the sieves from the shaker and obtain the mass of soil retained on each sieve by carefully transferring the soil retained on each sieve to the pan. Calculations % Mass Retained = (Mass of Dry Soil) / (Sample Dry Mass) X 100% (1) To compute the % Cumulative Retained, add the % Retained on the sieve and all sieves above the sieve. The % Finer is computed using Equation 2. % Finer = 100% - % Cumulative Retained (2) The % Loss computed in Equation 3 should be less 2%. % Loss = (Sample Dry Mass Total Soil Mass Sieved) / (Sample Dry Mass) X 100% (3) Use the grain size distribution and the following equations to compute the coefficient of uniformity, C u, and the coefficient of curvature, C c. C u = D 60 / D 10 (4) Sieve Analysis - 2
3 C c = (D 30 ) 2 / (D 60 X D 10 ) (5) where D 60 = grain diameter at 60% finer D 30 = grain diameter at 30% finer D 10 = grain diameter at 10% finer Results Use Table 1 below and Equation 1 to compute the percent finer by weight for each sieve. Compute the percent loss during sieve analysis using Equation 3. Use Figure 1 and Equations 4 and 5 to obtain the coefficients. Use Table 2 to determine the soil classifications. Table 1 Sieve Analysis SIEVE ANALYSIS Group Date Soil Description: Mass of Pan: (g) Mass of Pan + Dry Soil: (g) Sample Dry Mass: (g) Sieve Retained Mass of % % Sieve Opening Soil + Pan Dry Soil Mass Cumulative % Size (mm) (g) (g) Retained Retained Finer # # # # # # # PAN - Total Soil Mass Sieved (g) % Loss During Sieve Analysis D 10 : mm D 30 : mm D 60 : mm C u : C c : Sieve Analysis - 3
4 Sample Calculations: Sieve Analysis 100% 80% Percent Finer 60% 40% 20% 0% Particle Diameter, mm Figure 1 - Grain Size Distribution of Coarse-Grained Soil Sieve Analysis - 4
5 Table 2 Soil Classification Percent Passing No. 10 Percent Passing No. 40 Percent Passing No. 200 Plasticity Index, (I P ) AASHTO Classification Percent Passing No. 200 Percent Passing No. 4 C u C c USCS Classification NP Conclusions Is the grain size distribution curve representative of the type of soil tested in the laboratory? Would you describe the soil as well graded or poorly graded? Why do you need a larger sample size if the soil sizes are larger? What are some engineering uses for the soil? Would the soil tested in the laboratory meet the specifications listed in the table below? Sieve Min Max. Opening % % (mm) Finer Finer Sieve Analysis - 5
6 Sieve Shaker and Sieves Pan Lid No. 40 Sieve Brushes Picture 1 and 2 Sieve Analysis Apparatus Sieve Analysis - 6
PHYSICAL AND PLASTICITY CHARACTERISTICS
0 PHYSICAL AND PLASTICITY CHARACTERISTICS EXPERIMENTS #1-5 CE 3143 October 7, 2003 Group A David Bennett 1 TABLE OF CONTENTS 1. Experiment # 1: Determination of Water Content (August 26, 2003) pp. 1-3
More informationLABORATORY CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES
Test Procedure for LABORATORY CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES TxDOT Designation: Tex-142-E Effective Date: August 1999 1. SCOPE 1.1 This method is a system for classifying disturbed and
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 informationFlorida Method of Test for TESTING OF GROUND TIRE RUBBER Designation: FM 5-559
Florida Method of Test for TESTING OF GROUND TIRE RUBBER Designation: FM 5-559 1 SCOPE 1.1 This method is used to determine the physical requirements of ground tire rubber for use in asphalt rubber using
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 informationStandard Test Procedures Manual
STP 206-1 Standard Test Procedures Manual Section: 1. SCOPE 1.1. Description of Test 2. APPARATUS This method describes the procedure for determining the relationship between the particle size distribution
More informationSIEVE ANALYSIS OF FINE AND COARSE AGGREGATES FOP FOR AASHTO T 27 (11)
SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES FOP FOR AASHTO T 27 (11) MATERIALS FINER THAN 75 µm (No. 200) SIEVE IN MINERAL AGGREGATE BY WASHING FOP FOR AASHTO T 11 (11) Scope Sieve analysis determines
More informationApr 17, 2000 LAB MANUAL 1302.0. 1302 PARTICLE SIZE ANALYSIS OF SOILS AASHTO Designation T 88 (Mn/DOT Modified)
Apr 17, 2000 LAB MANUAL 1302.0 1302 PARTICLE SIZE ANALYSIS OF SOILS AASHTO Designation T 88 (Mn/DOT Modified) 1302.1 SCOPE This method describes a procedure for the quantitative determination of the distribution
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 informationSieve Analysis of Aggregates
Revised 2007, WKS Datasheet No. 30 MOHAWK COLLEGE OF APPLIED ARTS AND TECHNOLOGY BUILDING AND CONSTRUCTION SCIENCES DEPARTMENT Sieve Analysis of Aggregates INTRODUCTION The evaluation of the distribution
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 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 informationMETHOD A7 THE DETERMINATION OF THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF GRAVEL, SOIL AND SAND
SCOPE METHOD A7 THE DETERMINATION OF THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF GRAVEL, SOIL AND SAND Definition The maximum dry density and optimum moisture content, as defined below, is
More informationSIEVE ANALYSIS OF FINE AND COARSE AGGREGATES
Test Procedure for SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES TxDOT Designation: Tex-200-F Effective Date: January 2016 1. SCOPE 1.1 Use this test method to determine the particle size distribution of
More informationMath Matters: Dissecting Hydrometer Calculations
Math Matters: Dissecting Hydrometer Calculations By Jonathan Sirianni, Laboratory Assessor In the 16th century Galileo and the Tower of Pisa made famous the fact that two objects, no matter their mass,
More information1. Grain Size Distribution Documentation of Calculations
1. Grain Size Distribution Documentation of Calculations The calculations used in the program are fairly simple and for the most part follow ASTM D 422. The following sections present the equations used.
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 informationGEOTECHNICAL ENGINEERING FORMULAS. A handy reference for use in geotechnical analysis and design
GEOTECHNICAL ENGINEERING FORMULAS A handy reference for use in geotechnical analysis and design TABLE OF CONTENTS Page 1. SOIL CLASSIFICATION...3 1.1 USCS: Unified Soil Classification System...3 1.1.1
More information14.330 SOIL MECHANICS Assignment #4: Soil Permeability.
Geotechnical Engineering Research Laboratory One University Avenue Lowell, Massachusetts 01854 Edward L. Hajduk, D.Eng, PE Lecturer PA105D Tel: (978) 94 2621 Fax: (978) 94 052 e mail: Edward_Hajduk@uml.edu
More informationStandard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) 1
Designation: D 2487 06 Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) 1 This standard is issued under the fixed designation D 2487; the number
More informationHIGHWAYS DEPARTMENT GUIDANCE NOTES ON SOIL TEST FOR PAVEMENT DESIGN
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON SOIL TEST FOR PAVEMENT DESIGN Research & Development Division RD/GN/012 August 1990 HIGHWAYS DEPARTMENT GUIDANCE NOTES (RD/GN/012) SOIL TEST FOR PAVEMENT DESIGN Prepared
More informationA COMPARISON OF BYGHOLM FEED SIEVE TO STANDARD PARTICLE-SIZE ANALYSIS TECHNIQUES
Swine Research 25 A COMPARISON OF BYGHOLM FEED SIEVE TO STANDARD PARTICLE-SIZE ANALYSIS TECHNIQUES C. K. Benz, M. D. Tokach, C. N. Groesbeck, S. S. Dritz 1, J. L. Nelssen, R. D. Goodband, and J. M. DeRouchey
More informationMETHOD OF TEST FOR DETERMINATION OF PERMEABILITY OF GRANULAR SOILS
Laboratory Testing Manual Date: 99 06 21 Page 1 of 7 METHOD OF TEST FOR DETERMINATION OF PERMEABILITY OF GRANULAR SOILS 1. SCOPE 1.1 This method covers the determination of the coefficient of permeability
More informationATT-72/94, SALT SIEVE ANALYSIS. This method describes the procedure for determining the gradation of salt.
1.0 Scope ATT-72/94, SALT SIEVE ANALYSIS 1.0 SCOPE This method describes the procedure for determining the gradation of salt. 2.0 EQUIPMENT sieves: 80 µm, 160 µm, 315 µm, 630 µm, 1 250 µm, 2 500 µm, 5
More informationThe University of Toledo Soil Mechanics Laboratory
The University of Toledo Soil Mechanics Laboratory 1 Soil Moisture-Density Relationship Standard and Modified Proctor Tests Introduction For earthork construction it is important to compact soils to a
More informationNOTE: FOR PROJECTS REQUIRING CONTRACTOR MIX DESIGN, THE DESIGN PROCEDURES ARE SPECIFIED IN THE SPECIAL PROVISIONS OF THE CONTRACT.
September 1, 2003 CONCRETE MANUAL 5-694.300 MIX DESIGN 5-694.300 NOTE: FOR PROJECTS REQUIRING CONTRACTOR MIX DESIGN, THE DESIGN PROCEDURES ARE SPECIFIED IN THE SPECIAL PROVISIONS OF THE CONTRACT. 5-694.301
More informationSoil Mechanics. Soil Mechanics
Soil is the most misunderstood term in the field. The problem arises in the reasons for which different groups or professions study soils. Soil scientists are interested in soils as a medium for plant
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 informationThe Basic Principles of Sieve Analysis
The Basic Principles of Sieve Analysis Introduction Many natural and manufactured materials occur in a disperse form, which means that they consist of differently shaped and sized particles. The particle
More informationMETHOD OF TEST FOR SAMPLING AND TESTING CRUMB RUBBER MODIFIER
STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF TRANSPORTATION DIVISION OF ENGINEERING SERVICES Transportation Laboratory 5900 Folsom Boulevard Sacramento, California 95819-4612
More informationGRADATION OF AGGREGATE FOR CONCRETE BLOCK
GRADATION OF AGGREGATE FOR CONCRETE BLOCK Although numerous papers have been written concerning the proper gradation for concrete mixes, they have generally dealt with plastic mixes, and very little published
More informationErosion Resistance Performance Comparison Of Natracil, Stabilizer And Envirobond s Organic-Lock
Erosion Resistance Performance Comparison Of Natracil, Stabilizer And Envirobond s Organic-Lock Testing conducted at the Envirobond Test Laboratory, Mississauga, ON Canada Erosion Resistance Performance
More informationDetermination of Thermal Conductivity of Coarse and Fine Sand Soils
Proceedings World Geothermal Congress Bali, Indonesia, - April Determination of Thermal Conductivity of Coarse and Fine Sand Soils Indra Noer Hamdhan 1 and Barry G. Clarke 2 1 Bandung National of Institute
More informationPART 3 DEFINITION OF ROCKFILL VERSUS EARTHFILL MATERIAL
PART 3 DEFINITION OF ROCKFILL VERSUS EARTHFILL MATERIAL Allan J. Breitenbach, P.E. AB Engineering Inc. Littleton, Colorado, USA Telephone: 1/720-981-5244 Telefax: 1/720-981-5245 Email: ajbreitenbach@hotmail.com
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 informationFIELD SAMPLING AND TESTING MANUAL TESTING PROCEDURES FOR ALL TESTS
FIELD SAMPLING AND TESTING MANUAL TESTING PROCEDURES FOR ALL TESTS Intentionally Left Blank TESTING PROCEDURES FOR ALL TESTS TABLE OF CONTENTS ND T 2 ND T 11 ND T 23 ND T 27 ND T 84 ND T 85 ND T 87 ND
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 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 informationMolysulfide. Particle Size Analysis
Molysulfide Particle Size Analysis INTRODUCTION Molysulfide is the Climax Molybdenum Company trade name for lubricant grade molybdenum disulfide (MoS 2 ). The mineral designation for MoS 2 is Molybdenite
More informationUNDER DRAINAGE AND FILTER DESIGN
UNDER DRAINAGE AND FILTER DESIGN Tailings and HLP Workshop 28 April to 1 May 2010 INTRODUCTION The internal drainage is of crucial importance to the reliability and safety of a tailings dam throughout
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 informationStandard Test Procedures Manual
STP 205-13 Standard Test Procedures Manual Section: 1. SCOPE 1.1. Description of Test This method describes the procedure for determining the relationship between the moisture and density of fine-grained
More informationSieving. Solutions in Milling & Sieving. Improve your analyses and products with RETSCH! RETSCH Product Navigator Milling
RETSCH Product Navigator Milling Sieving Analytical Sieve Shakers AS 200 AS 300 AS 400 Test Sieves Software EasySieve Assisting Sieving for perfect quality control Improve your analyses and products with
More informationDryWeight BulkVolume
Test Procedure for BULK SPECIFIC GRAVITY AND WATER ABSORPTION OF AGGREGATE TxDOT Designation: Tex-201-F Effective Date: January 2016 1. SCOPE 1.1 Use this method to determine the bulk specific gravity
More information6. Base your answer to the following question on the graph below, which shows the average monthly temperature of two cities A and B.
1. Which single factor generally has the greatest effect on the climate of an area on the Earth's surface? 1) the distance from the Equator 2) the extent of vegetative cover 3) the degrees of longitude
More informationGeotechnical Characteristics of Two Different Soils and their Mixture and Relationships between Parameters
Geotechnical Characteristics of Two Different Soils and their Mixture and Relationships between Parameters Arpan Laskar Post Graduate Student Civil Engineering Department, National Institute of Technology
More informationAll sediments have a source or provenance, a place or number of places of origin where they were produced.
Sedimentary Rocks, Processes, and Environments Sediments are loose grains and chemical residues of earth materials, which include things such as rock fragments, mineral grains, part of plants or animals,
More informationIn-situ Density Determination by Sand Replacement Method
University of Texas at Arlington Geotechnical Engineering Laboratory Test Procedure In-situ Density Determination by Sand Replacement Method Lecture Note 7 (Thursday 03-04-04) 1 Definitions, Objectives
More informationStrength and Workability Characteristics of Concrete by Using Different Super Plasticizers
International Journal of Materials Engineering 12, 2(1): 7-11 DOI: 1.923/j.ijme.11.2 Strength and Workability Characteristics of Concrete by Using Different Super Plasticizers Venu Malagavelli *, Neelakanteswara
More informationINDEX 03010-1 DESCRIPTION 2 03010-2 MATERIALS 2 03010-3 APPROVAL OF SUBBASE COURSE 3 03010-4 CONSTRUCTION 4 03010-5 MEASUREMENT 6 03010-6 PAYMENT 6
03010_Dec22_2009.pdf Page 1 of 5 INDEX Page 03010-1 DESCRIPTION 2 03010-2 MATERIALS 2 03010-3 APPROVAL OF SUBBASE COURSE 3 03010-4 CONSTRUCTION 4 03010-5 MEASUREMENT 6 03010-6 PAYMENT 6 03010_Dec22_2009.pdf
More informationSPECIFIC GRAVITY OF COARSE AGGREGATE AASHTO T 85
SPECIFIC GRAVITY OF COARSE AGGREGATE AASHTO T 85 GLOSSARY Absorption: The increase in weight due to water contained in the pores of the material. Bulk Specific Gravity (also known as Bulk Dry Specific
More informationChapter 8 Design of Concrete Mixes
Chapter 8 Design of Concrete Mixes 1 The basic procedure for mix design is applicable to concrete for most purposes including pavements. Concrete mixes should meet; Workability (slump/vebe) Compressive
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 informationSIEVE SHAKERS. Sieve Shakers IDEAL FOR
Sieve Shakers IDEAL FOR - SIEVING - MEASURING THE QUANTITATIVE PARTICLE SIZE DISTRIBUTION OF SOLIDS AND SUSPENSIONS - SEPARATING - FRACTIONING SIEVE SHAKERS FRITSCH Sieve Shakers EVERYTHING YOU NEED FOR
More informationDETERMINING ASPHALT CONTENT FROM ASPHALT PAVING MIXTURES BY THE IGNITION METHOD
Test Procedure for DETERMINING ASPHALT CONTENT FROM ASPHALT PAVING MIXTURES BY THE IGNITION METHOD TxDOT Designation: Tex-236-F Effective Date: March 2016 1. SCOPE 1.1 Use this test method to determine
More informationSECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701)
SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) 55-1 GENERAL The Contractor shall perform all work required by the plans for construction of pipe for storm drains, precast polymer trench drains
More informationEffect of grain size, gradation and relative density on shear strength and dynamic cone penetration index of Mahi, Sabarmati and Vatrak Sand
Discovery ANALYSIS The International Daily journal ISSN 2278 5469 EISSN 2278 5450 2015 Discovery Publication. All Rights Reserved Effect of grain size, gradation and relative density on shear strength
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 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 1. SCOPE. 1.1. Description of Test
STP 206-9 Standard Test Section: Procedures Manual 1. SCOPE 1.1. Description of Test This test covers the determination of the approximate percentage of lightweight pieces in aggregate by means of sink-float
More informationGUDLAVALLERU ENGINEERING COLLEGE SESHADRI RAO KNOWLEDGE VILLAGE::GUDLAVALLERU DEPARTMENT OF CIVIL ENGINEERING GEO TECHNICAL ENGINEERING LABORATORY
GUDLAVALLERU ENGINEERING COLLEGE SESHADRI RAO KNOWLEDGE VILLAGE::GUDLAVALLERU DEPARTMENT OF CIVIL ENGINEERING GEO TECHNICAL ENGINEERING LABORATORY GEO TECHNICAL ENGINEERING LABORATORY Name Regd. No : :.
More informationCEEN 162 - Geotechnical Engineering Laboratory Session 7 - Direct Shear and Unconfined Compression Tests
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
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 informationGINI-Coefficient and GOZINTO-Graph (Workshop) (Two economic applications of secondary school mathematics)
GINI-Coefficient and GOZINTO-Graph (Workshop) (Two economic applications of secondary school mathematics) Josef Böhm, ACDCA & DERIVE User Group, nojo.boehm@pgv.at Abstract: GINI-Coefficient together with
More informationTo measure the solubility of a salt in water over a range of temperatures and to construct a graph representing the salt solubility.
THE SOLUBILITY OF A SALT IN WATER AT VARIOUS TEMPERATURES 2007, 1995, 1991 by David A. Katz. All rights reserved. Permission for academic use provided the original copyright is included. OBJECTIVE To measure
More informationA. Modified Unified Classification System for Field Classification of Soil
Field Classification of Soil Using the USCS CVEEN 6340 Page 1 of 12 I. General A. Modified Unified Classification System for Field Classification of Soil Soil descriptions given in this lecture are based
More informationSpecification Guidelines: Allan Block Modular Retaining Wall Systems
Specification Guidelines: Allan Block Modular Retaining Wall Systems The following specifications provide Allan Block Corporation's typical requirements and recommendations. At the engineer of record's
More informationGEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of civil engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module - 4
More informationExperiment 1: Colligative Properties
Experiment 1: Colligative Properties Determination of the Molar Mass of a Compound by Freezing Point Depression. Objective: The objective of this experiment is to determine the molar mass of an unknown
More informationPrelab Exercises: Hooke's Law and the Behavior of Springs
59 Prelab Exercises: Hooke's Law and the Behavior of Springs Study the description of the experiment that follows and answer the following questions.. (3 marks) Explain why a mass suspended vertically
More informationStandard Test Procedures Manual
STP 204-2 Standard Test Procedures Manual Section: 1. SCOPE 1.1. Description of Test The method described is a procedure used to determine the asphalt content of asphaltaggregate mixtures. 1.2. Application
More information3. Test Methods for Evaluation of ESCR of Plastics
3. Test Methods for Evaluation of ESCR of Plastics A common laboratory request for ESC-prone polymers is to check ESCR performance for quality control, competitive product evaluations, and research and
More informationHow To Count Asbestos
Appendix B NOA Concentrations in Road Surfacing Material, Slodusty Road, Garden Valley, California Introduction As part of a study to identify potential sources of naturally occurring asbestos (NOA) releases
More informationTHE DETERMINATION OF THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF MATERIALS USING THE VIBRATORY HAMMER COMPACTION
THE DETERMINATION OF THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF MATERIALS USING THE VIBRATORY HAMMER COMPACTION 1. SCOPE The maximum dry density and optimum moisture content, as defined below,
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 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 informationGeotechnical Properties of Fly Ash and Soil Mixtures for Use in Highway Embankments
World of Coal Ash (WOCA) Conference - May 9-12, 2011, in Denver, CO, USA http://www.flyash.info/ Geotechnical Properties of Fly Ash and Soil Mixtures for Use in Highway Embankments Fabio Santos 1, Lin
More informationExperiment 3 Pipe Friction
EML 316L Experiment 3 Pipe Friction Laboratory Manual Mechanical and Materials Engineering Department College of Engineering FLORIDA INTERNATIONAL UNIVERSITY Nomenclature Symbol Description Unit A cross-sectional
More informationCHEMICAL ENGINEERING LABORATORY 3, CE 427 DRYING OF SOLIDS
Revised 10/00 CHEMICAL ENGINEERING LABORATORY 3, CE 427 DRYING OF SOLIDS Introduction Material covered here pertains to Chapter 24 of M,S&H. Please read relevant sections of this chapter. Drying involves
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 informationSTABILIZATION OF BLACK COTTON SOIL WITH SAND AND CEMENT AS A SUBGRADE PAVEMENT
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 2, March-April 216, pp. 341 351, Article ID: IJCIET_7_2_3 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=2
More informationVARIABLITY OF CEMENT-TREATED LAYERS IN MDOT ROAD PROJECTS
BURNS Burns Cooley COOLEY Dennis, DENNIS, Inc. INC. GEOTECHNICAL AND MATERIALS ENGINEERING CONSULTANTS VARIABLITY OF CEMENT-TREATED LAYERS IN MDOT ROAD PROJECTS State Study 227 Project No. 105803 150000
More informationModule 1: History of Fuels. Lecture 6: Fundamental definitions, properties and various measurements
1 P age Module 1: History of Fuels Lecture 6: Fundamental definitions, properties and various measurements 2 P age Keywords: Characterisation, analytical methods, standards 1.3 Fundamental definitions,
More informationSpecific volume and absorption properties
Accepted 1980 Fluff Specific volume and absorption properties 1 Scope This SCAN-test Method describes the preparation of test pieces of fluff and a procedure for their use in determining the specific volume
More informationRelative Humidity Calibration Kit
Revised 6.8.12 Relative Humidity Calibration Kit For Calibrating All RH Measuring Kestrel Meters Model Numbers 3000, 3500, 4000, 4200, 4250, 4300, 4400, 4500 2011 Nielsen-Kellerman Co. While the calibration
More informationNorthEast Transportation Training and Certification Program (NETTCP) Course Registration Form
(NETTCP) Course Registration Form Interim Certification (Cost $300 members / $425 non-members) HMA Plant Technician* HMA Paving Inspector* Soils & Aggregate Inspector* Soils & Aggregate Lab Technician*
More informationPARTICLE SIZES EXPLAINED
PARTICLE SIZES EXPLAINED You will often see chemicals in fireworks and propellant formulas that look like these: Aluminum, atomized, 22 micron Aluminum, -325 mesh Aluminum, -325 mesh, spherical, 22 micron
More informationMEASURING PHYSICALLY EFFECTIVE FIBER ON-FARM TO PREDICT COW RESPONSE
MEASURING PHYSICALLY EFFECTIVE FIBER ON-FARM TO PREDICT COW RESPONSE K. W. Cotanch and R. J. Grant W. H. Miner Agricultural Research Institute Chazy, NY INTRODUCTION This paper is a follow-up to our 2005
More informationCHAPTER 6 WEAR TESTING MEASUREMENT
84 CHAPTER 6 WEAR TESTING MEASUREMENT Wear is a process of removal of material from one or both of two solid surfaces in solid state contact. As the wear is a surface removal phenomenon and occurs mostly
More informationCOKE PRODUCTION FOR BLAST FURNACE IRONMAKING
COKE PRODUCTION FOR BLAST FURNACE IRONMAKING By Hardarshan S. Valia, Scientist, Ispat Inland Inc INTRODUCTION A world class blast furnace operation demands the highest quality of raw materials, operation,
More informationME 315 - Heat Transfer Laboratory. Experiment No. 7 ANALYSIS OF ENHANCED CONCENTRIC TUBE AND SHELL AND TUBE HEAT EXCHANGERS
ME 315 - Heat Transfer Laboratory Nomenclature Experiment No. 7 ANALYSIS OF ENHANCED CONCENTRIC TUBE AND SHELL AND TUBE HEAT EXCHANGERS A heat exchange area, m 2 C max maximum specific heat rate, J/(s
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 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 informationArea No. 8 Test Pit No. 191
Area No. 8 Test Pit No. 191 Area Sierra-Yoyo-Desan Road Excavator Cat 322 B Photographs Location 43 m @ 40 degrees from TP-189 Northing 6571912 Date 03 March 2003 R4-7 Easting 0568784 Weather -17 C, Snow
More informationA.17. OXIDIZING PROPERTIES (SOLIDS)
A.17. OXIDIZING PROPERTIES (SOLIDS) 1. METHOD 1.1. INTRODUCTION It is useful to have preliminary information on any potentially explosive properties of the substance before performing this test. This test
More informationCHAPTER 2 AGGREGATE TECHNICIAN TRAINING AND QUALIFICATION PROGRAM
Topic No. 700-000-001 Construction Training and Qualification Manual Effective: July 1, 2002 Aggregate Technician Training and Qualification Program Revised: DRAFT May 6September 3, 2008 CHAPTER 2 AGGREGATE
More informationHydrostatic Force on a Submerged Surface
Experiment 3 Hydrostatic Force on a Submerged Surface Purpose The purpose of this experiment is to experimentally locate the center of pressure of a vertical, submerged, plane surface. The experimental
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 informationDIRECT 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 informationCOMMON LABORATORY APPARATUS
COMMON LABORATORY APPARATUS Beakers are useful as a reaction container or to hold liquid or solid samples. They are also used to catch liquids from titrations and filtrates from filtering operations. Bunsen
More information