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001453438 001__ 1453438
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001453438 019__ $$a1352416918
001453438 020__ $$a9789811968259$$q(electronic bk.)
001453438 020__ $$a981196825X$$q(electronic bk.)
001453438 020__ $$z9811968241
001453438 020__ $$z9789811968242
001453438 0247_ $$a10.1007/978-981-19-6825-9$$2doi
001453438 035__ $$aSP(OCoLC)1352969712
001453438 040__ $$aEBLCP$$beng$$cEBLCP$$dGW5XE$$dYDX$$dEBLCP$$dOCLCF$$dOCLCQ
001453438 049__ $$aISEA
001453438 050_4 $$aTA710
001453438 08204 $$a624.1/513$$223/eng/20221214
001453438 1001_ $$aZhao, Honghua,$$d1977-
001453438 24510 $$aTransparent soil modelling technique and its application /$$cHonghua Zhao, Gangqiang Kong, Wanghua Sui.
001453438 260__ $$aSingapore :$$bSpringer,$$c2023.
001453438 300__ $$a1 online resource (365 p.).
001453438 4901_ $$aSpringer tracts in civil engineering
001453438 500__ $$aPart II Transparent Soil Imaging and Image Processing
001453438 5050_ $$aIntro -- Preface -- Aim -- Salient Features -- Organization -- Acknowledgements -- Contents -- About the Authors -- Part I Transparent Materials -- 1 Introduction -- References -- 2 Transparent Sand of Silica Gel -- 2.1 Static Properties of Silica Gel -- 2.2 Dynamic Properties of Silica Gel -- 2.2.1 Resonant Column Tests and Sample Preparation -- 2.2.2 Shear Modulus of Silica Gel -- 2.2.3 Comparison with Shear Modulus of Clay, Sand and Gravel -- 2.2.4 Damping Ratio of Silica Gel -- 2.3 Summary and Conclusions -- References -- 3 Transparent Sand of Fused Quartz -- 3.1 Introduction
001453438 5058_ $$a3.2 Static Properties of Fused Quartz -- 3.2.1 Materials -- 3.2.2 Stress-Strain Curves of Transparent Soil of Fused Quartz -- 3.2.3 Shear Strength -- 3.2.4 Pore Pressure -- 3.2.5 Deviatoric Stress and Stress Ratio -- 3.2.6 Summary -- 3.3 Geotechnical Properties of Fused Quartz with Different Pore Fluid -- 3.3.1 Fused Quartz and Pore Fluid -- 3.3.2 Experimental Program -- 3.3.3 Testing Results -- 3.3.4 Critical State Line -- 3.3.5 Duncan-Chang Model for Transparent Soils -- 3.3.6 Summary -- 3.4 Dynamic Properties for Transparent Soil of Fused Quartz -- 3.4.1 Experiment
001453438 5058_ $$a3.4.2 Shear Modulus and Damping Ratio of Fused Quartz -- 3.5 Shear Modulus and Damping Ratio of Transparent Soils with Different Pore Fluids -- 3.5.1 Pore Fluids -- 3.5.2 Testing Methods -- 3.5.3 Shear Modulus Influenced by Pore Fluids -- 3.5.4 Damping Ratios Influenced by Pore Fluids -- 3.6 Cyclic Undrained Behavior and Liquefaction Resistance of Transparent Sand Made of Fused Quartz -- 3.6.1 Testing Methods -- 3.6.2 Results and Analysis -- 3.7 Summary -- References -- 4 Transparent Clay of Carbopol U10 -- 4.1 Introduction -- 4.2 Materials and Manufacture Process -- 4.2.1 Raw Materials
001453438 5058_ $$a4.2.2 Manufacture Processes -- 4.3 Optical Properties of Synthetic Clay -- 4.3.1 Transparency Analysis -- 4.3.2 Speckle Pattern -- 4.4 Geotechnical Properties of Synthetic Clay -- 4.4.1 Shear Strength -- 4.4.2 Consolidation -- 4.4.3 Hydraulic Conductivity -- 4.4.4 Thermal Conductivity -- 4.5 Discussions and Conclusions -- References -- 5 Transparent Rock -- 5.1 Introduction -- 5.2 Testing Methodology -- 5.2.1 Materials and Specimens -- 5.2.2 Test Facilities and Processes -- 5.3 Experimental Results and Discussions -- 5.3.1 Uniaxial Compression Test -- 5.3.2 Brazilian Tensile Test
001453438 5058_ $$a5.4 Conclusions -- References -- 6 Pore Fluid -- 6.1 Introduction -- 6.2 Low Viscosity Pore Fluid -- 6.2.1 Temperature Variation of the Viscosity and Refractive Index of the Potential Solvents -- 6.2.2 Determination of the Matching Refractive Index of the Matching Pore Fluid -- 6.2.3 Investigation on the Interaction Between the Pore Fluid and the Latex Membrane -- 6.3 New Pore Fluid to Manufacture Transparent Soil -- 6.3.1 Introduction -- 6.3.2 Pore Fluids Tested -- 6.3.3 Apparatus and Procedures -- 6.3.4 Results and Discussions -- 6.4 Summary and Conclusions -- References
001453438 506__ $$aAccess limited to authorized users.
001453438 520__ $$aThis book systematically introduces the advancement of transparent soil modelling technique and its application. The transparent soil modelling technique provides an essential tool for visualizing soil-structure interaction and other geotechnical problems such as grouting, soil plugging. The geotechnical properties of the newest transparent soils were reported on model sand, clay and rock. In addition, more advanced image processing methods were summarized. In this book, numerous applications of transparent soil modelling techniques for different geotechnical problems were presented, and the results obtained are supplemented by numerical calculation and theoretical analysis.
001453438 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed December 14, 2022).
001453438 650_0 $$aSoil mechanics$$xMathematical models.
001453438 655_0 $$aElectronic books.
001453438 7001_ $$aKong, Gangqiang.
001453438 7001_ $$aSui, Wanghua.
001453438 77608 $$iPrint version:$$aZhao, Honghua$$tTransparent Soil Modelling Technique and Its Application$$dSingapore : Springer,c2023$$z9789811968242
001453438 830_0 $$aSpringer tracts in civil engineering.
001453438 852__ $$bebk
001453438 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-981-19-6825-9$$zOnline Access$$91397441.1
001453438 909CO $$ooai:library.usi.edu:1453438$$pGLOBAL_SET
001453438 980__ $$aBIB
001453438 980__ $$aEBOOK
001453438 982__ $$aEbook
001453438 983__ $$aOnline
001453438 994__ $$a92$$bISE