LEADER 04783nam 2200673 450 001 9910819243203321 005 20230927070612.0 010 $a1-119-10660-5 010 $a1-119-10659-1 035 $a(CKB)3710000000615919 035 $a(EBL)4451906 035 $a(SSID)ssj0001636216 035 $a(PQKBManifestationID)16389466 035 $a(PQKBTitleCode)TC0001636216 035 $a(PQKBWorkID)14840220 035 $a(PQKB)11432867 035 $a(PQKBManifestationID)16224985 035 $a(PQKBWorkID)14840319 035 $a(PQKB)22732188 035 $a(DLC) 2015045688 035 $a(Au-PeEL)EBL4451906 035 $a(CaPaEBR)ebr11172319 035 $a(CaONFJC)MIL909452 035 $a(MiAaPQ)EBC4451906 035 $a(OCoLC)930026858 035 $a(EXLCZ)993710000000615919 100 $a20160329h20162016 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt 182 $cc 183 $acr 200 10$aTriaxial testing of soils /$fPoul V. Lade 210 1$aChichester, West Sussex, England :$cWiley Blackwell,$d2016. 210 4$dİ2016 215 $a1 online resource (780 p.) 225 1 $aTHEi Wiley ebooks 300 $aDescription based upon print version of record. 311 $a1-119-10661-3 311 $a1-119-10662-1 320 $aIncludes bibliographical references and index. 327 $aTitle Page; Table of Contents; Preface; References; About the Author; 1 Principles of Triaxial Testing; 1.1 Purpose of triaxial tests; 1.2 Concept of testing; 1.3 The triaxial test; 1.4 Advantages and limitations; 1.5 Test stages - consolidation and shearing; 1.6 Types of tests; 2 Computations and Presentation of Test Results; 2.1 Data reduction; 2.2 Stress-strain diagrams; 2.3 Strength diagrams; 2.4 Stress paths; 2.5 Linear regression analysis; 2.6 Three-dimensional stress states; 2.7 Principal stress space; 3 Triaxial Equipment; 3.1 Triaxial setup; 3.2 Triaxial cell; 3.3 Piston 327 $a3.4 Pressure supply 3.5 Vertical loading equipment; 3.6 Triaxial cell with integrated loading system; 4 Instrumentation, Measurements, and Control; 4.1 Purpose of instrumentation; 4.2 Principle of measurements; 4.3 Instrument characteristics; 4.4 Electrical instrument operation principles; 4.5 Instrument measurement uncertainty; 4.6 Instrument performance characteristics; 4.7 Measurement of linear deformations; 4.8 Measurement of volume changes; 4.9 Measurement of axial load; 4.10 Measurement of pressure; 4.11 Specifications for instruments; 4.12 Factors in the selection of instruments 327 $a4.13 Measurement redundancy 4.14 Calibration of instruments; 4.15 Data acquisition; 4.16 Test control; 5 Preparation of Triaxial Specimens; 5.1 Intact specimens; 5.2 Laboratory preparation of specimens; 5.3 Measurement of specimen dimensions; 5.4 Specimen installation; 6 Specimen Saturation; 6.1 Reasons for saturation; 6.2 Reasons for lack of full saturation; 6.3 Effects of lack of full saturation; 6.4 B-value test; 6.5 Determination of degree of saturation; 6.6 Methods of saturating triaxial specimens; 6.7 Range of application of saturation methods; 7 Testing Stage I 327 $a7.1 Objective of consolidation 7.2 Selection of consolidation stresses; 7.3 Coefficient of consolidation; 8 Testing Stage II; 8.1 Introduction; 8.2 Selection of vertical strain rate; 8.3 Effects of lubricated ends and specimen shape; 8.4 Selection of specimen size; 8.5 Effects of membrane penetration; 8.6 Post test inspection of specimen; 9 Corrections to Measurements; 9.1 Principles of measurements; 9.2 Types of corrections; 9.3 Importance of corrections - strong and weak specimens; 9.4 Tests on very short specimens; 9.5 Vertical load; 9.6 Vertical deformation; 9.7 Volume change 327 $a9.8 Cell and pore pressures 10 Special Tests and Test Considerations; 10.1 Introduction; 10.2 K0-tests; 10.3 Extension tests; 10.4 Tests on unsaturated soils; 10.5 Frozen soils; 10.6 Time effects tests; 10.7 Determination of hydraulic conductivity; 10.8 Bender element tests; 11 Tests with Three Unequal Principal Stresses; 11.1 Introduction; 11.2 Tests with constant principal stress directions; 11.3 Tests with rotating principal stress directions; Appendix A: Manufacturing of Latex Rubber Membranes; A.1 The process; A.2 Products for membrane fabrication; A.3 Create an aluminum mold 327 $aA.4 Two tanks 410 0$aTHEi Wiley ebooks. 606 $aShear strength of soils$xTesting 615 0$aShear strength of soils$xTesting. 676 $a624.1/514 700 $aLade$b P.$0935879 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910819243203321 996 $aTriaxial testing of soils$94009174 997 $aUNINA