MARC Record from marc_columbia

LEADER: 04551cam a2200529Mi 4500
001 15116821
005 20220817091958.0
006 m o d
007 cr |||||||||||
008 161213s2016 xx o 000 0 eng d
035 $a(OCoLC)ocn966360502
035 $a(NNC)15116821
040 $aIDEBK$beng$erda$epn$cIDEBK$dEBLCP$dN$T$dIDB$dN$T$dOCLCO$dOCLCF$dOCLCQ$dESU$dOCLCQ$dUKAHL$dK6U$dOCLCO$dOCL
019 $a965825379
020 $a1315317699$q(ebk)
020 $a9781315317694$q(electronic bk.)
020 $z9781138032873
035 $a(OCoLC)966360502$z(OCoLC)965825379
037 $a977619$bMIL
050 4 $aTA710.5
072 7 $aTEC$x009020$2bisacsh
082 04 $a624.15136
049 $aZCUA
100 1 $aLi, Yanrong.
245 10 $aShear Behavior of Composite Soils.
264 1 $a[Place of publication not identified] :$bCRC Press LLC :$bCRC Press,$c2016.
300 $a1 online resource
336 $atext$btxt$2rdacontent
337 $acomputer$bc$2rdamedia
338 $aonline resource$bcr$2rdacarrier
505 0 $aCover; Half Title; Title Page; Copyright Page; Table of Contents; Foreword; Preface; Acknowledgements; About the author; List of tables; List of figures; List of Symbols; 1 Introduction; 1.1 Background; 1.2 Scope and objectives; 1.3 Organization of the book; 2 Achievements in this field; 2.1 Introduction; 2.2 Previous investigations; 2.2.1 Cohesive soils; 2.2.2 Composite soils; 2.3 Summary of previous observations on residual strength; 2.3.1 Atterberg limits; 2.3.2 Shearing rate; 2.3.3 Particle shape and surface roughness; 2.3.4 Particle size distribution; 2.3.5 Test method.
505 8 $a2.3.6 Placement conditions, stress history and normal stress3 Testingmethod; 3.1 Introduction; 3.2 DPRI type ring shear apparatus; 3.2.1 Brief description of the apparatus; 3.2.2 Measurement devices and data logging system; 3.2.3 Testing procedure; 3.2.4 Calculations; 3.3 Direct shear apparatus; 3.3.1 Large direct shear machine; 3.3.2 Intermediate direct shear box; 3.3.3 Testing procedures; 3.4 Soil classification test; 3.4.1 Particle size distribution; 3.4.2 Specific gravity; 3.4.3 Index properties; 3.5 Measurement of particle shape; 3.6 Summary; 4 Artificial soil samples; 4.1 Introduction.
505 8 $a4.2 Testing program4.2.1 Specimen characteristics; 4.2.2 Test equipment, sample preparation and testing procedures; 4.3 Results and discussion; 4.3.1 Compressibility; 4.3.2 Water content after shearing; 4.3.3 Granular materials; 4.3.4 Composite soils; 4.3.5 Residual shear modes; 4.4 Influencing factors; 4.4.1 Particle size distribution; 4.4.2 Normal stress; 4.4.3 Atterberg limits; 4.4.4 Particle shape; 4.4.5 Shearing rate; 4.5 Conclusions; 4.5.1 Soil compressibility; 4.5.2 Water content after shearing; 4.5.3 Proposed shearing model for granular materials.
505 8 $a4.5.4 Extension of the shear modes to composite soils4.5.5 Influential factors; 5 Slip zone soils of theTGP landslides; 5.1 Introduction; 5.2 Study areas and nature of investigated landslides; 5.2.1 General geology; 5.2.2 Nature of landslides; 5.3 Experimental scheme; 5.3.1 Sampling and specimen preparation; 5.3.2 Experimental setup and test procedures; 5.4 Testing results; 5.4.1 QJP samples; 5.4.2 XT samples; 5.4.3 TP samples; 5.5 Influential factors; 5.5.1 Atterberg limits; 5.5.2 Particle size distribution; 5.5.3 Particle shape; 5.5.4 Shearing rate; 5.6 Fluctuations of measured shear stress.
505 8 $a5.7 Residual shear modes5.8 Conclusions; 5.8.1 Influential factors; 5.8.2 Fluctuations of measured shear stress; 5.8.3 Residual shear modes; 6 Conclusions; 6.1 Introduction; 6.2 Conclusions; 6.2.1 Soil compressibility; 6.2.2 Water content after shearing; 6.2.3 Fluctuations of measured shear stress; 6.2.4 Shear model of granular materials; 6.2.5 Shear mode of composite soils; 6.2.6 Influential factors; 6.3 Limitations; 6.4 Recommendations for future study; References; Subject index.
650 0 $aSlopes (Soil mechanics)
650 0 $aLandslide hazard analysis.
650 0 $aEmbankments.
650 6 $aPentes (Mécanique des sols)
650 7 $aTECHNOLOGY & ENGINEERING$xCivil$xGeneral.$2bisacsh
650 7 $aEmbankments.$2fast$0(OCoLC)fst00908265
650 7 $aLandslide hazard analysis.$2fast$0(OCoLC)fst00992078
650 7 $aSlopes (Soil mechanics)$2fast$0(OCoLC)fst01120953
655 0 $aElectronic books.
655 4 $aElectronic books.
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio15116821$zTaylor & Francis eBooks
852 8 $blweb$hEBOOKS