Geomechanics and geotechnics : from micro to macro /
Geomechanics and geotechnics : from micro to macro /
editors: Mingjing Jiang and Fang Liu, Malcolm Bolton
- 2 volume (xxiii, 1191 pages) : illustrations ; 26 cm
"Proceedings of the International Symposium on Geomechanics and Geotechnics - from Micro to Macro (IS Shanghai 2010), Shanghai, China, 10-12 October 2010"--T.p "A Balkema book"--T.p
Includes bibliographical references and index
Contents Preface International advisory committee International academic committee Local organizing committee Panel of reviewers Part I Micro and Macro characterization Experimental investigation on micro-contact laws of granules bonded with cement A strees-strain modeling approach for soils: From micro to macro Multiscale modeling and characterization of granular matter: From grain kinematics to continuum mechanics Micro-morphological changes in granular soils A microstructure-based constitutive model for the hydro-mechanical coupling in compacted clay/sand mixtures Shear failure development in compacted bentonite specimens Measurements of local distortion in shear deformed granular material Modeling of unsaturated soil considering the effect of saturation directly Micromechanical modeling for cyclic behavior of sand Analytical and numerical solutions to bifurcation in three-dimensional stresses The structure characteristics of unsaturated expansive soils A microstructure-based numerical simulation of visco-elastic properties of asphalt concrete with Semi-Circular Bending test Degradation effects at microstructural scale and their consequences on macroscopic behaviour of a slightly weathered siltstone Studies on the distrubed state concept constitutive model of the rockfill materials Test analysis on mechanical properties of soil cement mixtures The experimental study on the response pattern of wave-induced pore pressure on sandy bed Quadric surface approximation of failure criteria for granular materials in plane problem The effects of particle friction and crushing on macro-mechanical behavior of granular materials Consideration of the compressibility of soil mixed with deformable particles---classification of the compressive components by using rod-stack model tests Effect of consolidation ratio on high relative density silt under cyclic principal stress rotation Electrical resistivity anomalies appliied to describing microstructure change for cemented-soil Effects of wedge angle on the ductile failure and the distribution of microcracks for indentation tests on rock-like material Coarse granular soil state-dependent constitutive model considered micromechanics alteration Investigation on mechanical properties and constitutive model of lime-fly ash loess Micromechanical model of concrete under water lateral confinement Experimental studies on microstructure and collapsibility behavior of unsaturated loess Centrifuge modeling for wave loading on a cylindrical breakwater Investigation on elasto-plastic consolidation question based on numerical modeling method Shear properties of waste tire-bottom ash mixture with various particle size of waste tire A constitutive model for unsaturated natural soils Failure criterion of cross-anisotropic soils with the method of macro-micro incorporation Relation between suction changes in compacted soils and evolution of micro-structure during compression Experimental study on evolution of meso-structure of intact Q2 loess during wetting Elastic waves in salt-cemented granular soils Characteristics of pumice particle using X-ray CT scanning Full-grade concrete strength under long-term sustained loading Design and verification of portable direct shear tester for colluvium Micro and macro approaches for characterization of porosity depending on the weathering degree A new insight of 3-D microfabric analysis of unconsolidated marine sediments: Examples from north atlantic 300-meter long cores Probability of damage to archaeological inclusions in a sandy matrix Change of instantaneous strength of rock in uniaxial compressive creep test Study on model of coupled behavior of consolidation and creep for soil Support vector machine model for the relationship between physico-mechanical indexes and microstructure parameters of soft soil Study on micromechanism, physical and mechanical indexes of swamp soil Influence of obstacle angle on granular flow Variational inequality formulation of discontinuous deformation analysis Natural shear strength for municipal solid waste Study on microstructure characteristics and compaction effects of ISS-reinforced red clay Study on physical and chemical characteristics of mortar specimens subjected to hydrochloric acid attack Micro-structure analysis of dynamic replacement with riprapping and removing silt An ellipse failure model for lightweight aggregate concrete Test and study the microstructure of polluted soil by acid and alkali in laboratory Analytical solutions for stresses and displacements of cylindrical cavity expansion based on extended SMP criterion Rock matrix-fractured media model for heterogeneous and fractured coal bed An elasto-plastic model for aggregates considering particle crushing Localization of concrete fatigue defects in concrete CT images based on fractal theory Experimental study on wave-induced liquefaction in sandy silt seabed Analyzing the evolution of grains and contacts in sand under load Research on deep clay high pressure triaxial unloading and structural constitutive model Modified Mohr-Coulomb failure criterion: Taking influence of unloading rate into consideration Testing study of relation between temperature and electrical resistivity of sedimentary rock Arch shapes and principal stress trajectories in planar heap of dry sand Numerical simulation on the effect of filled granule shape on fracture seepage Micro mechanics study of granular soil based on the confined compression tests Quantifying soil micro-structure using fractals under dynamic replacement with rip rapping and removing silt Experimental research on Poisson's ratio of sandy soil Experimental study on evolution of meso-structure of intact Q2 loess during loading Photoelastic study of force chains Microscale parameters variation in biaxial tests Effect factor of mechanical properties of cement stabilized grain as road base material A micromechanically-based approach to failure strength for anisotropic geomaterials Numerical simulation of end restraint effects on triaxial strength of soil Analysis on capabilities of stress path of HCA to simulate the principal stress rotation under dynamic confining pressure Study of scale effect on creep deformation of rockfill The role of microstructure in the water-induced mechanics behavior of Guangzhou red soils Part II Discrete element modeling Evolution of swelling pressure of cohesive-frictional, rough and elasto-plastic granulates A micromechanical approach to describe internal erosion effects in soils Effect of particle size ratio on shear strength of dense binary mixtures Bimodal character of induced anisotropy in granular materials under undrained shear Aging effects on the stiffness anisotropy in sands DEM simulation of two main influence factors on stress release in tunnel excavation in noncohesive granular material Discrete and continuum modeling of sand flow experiment / Y. Sun / C.S. Chang / J. Andrade / M.R. Coop / P. Delage / F. Oka / H. Kunizawa / T. Kariya / P.-Y. Hicher / W. Zhen / F. Wang / F. Feng / E.E. Alonso / H. Xu / G. Long / B. Vu / K. Kumagai / Y. Xu / Y. Maski / H. Liu / Z. Qi / Y.S. Lin / S.-C. Chi / J. Zhao / X. Li / Q. Yang / Y. Wang / K. Yan / K.Y. Jo / Y. Liu / L. Kong / G. Richard / Z. Zhou / J.-S. Lee / M.J. Pender / W.W. Li / Y.W. Lin / K.-I. Song / K. Kawamura / L.A. Howie / X. Cui / J. Lei / Z. Li / H. Tang / X. Liu / H. Zheng / Y. Chen / Y. Wu / Y. Yao / C. Zhu / W. Wang / G. Yang / X. Yang / C. Zhang / M. Huang / L. Wen / J. Zhong / P. Besuelle / W. Wang / W. Li / C. Zeng / T. Pipatpongsa / A. Nakayama / H. Zhang / W. Chen / Z. Fan / Z. Zhou / Z. Bi / F. Jin / H. Zhang / M. Huang / Z. Hang / G. Chen / C. Zhou / L. Tao / E. Bauer / L. Sibille / Y. Yamada / J. Zhao / Y. Wang / S. Zhou / K. Volume 1 Oda Steady state strength behavior of a particulate-solid interphase system DEM analysis of an inclining rigid retaining wall subjected to translation movement mode A comparison between DDA and DEM in numerical simulations of earthquake induced landslides Mapping deformation during CPT in a virtual calibration chamber PFC3D simulation research on vibrating compaction test of soil and rock aggregate mixture Micromechanical investigation on the influence of cyclic loading history on small strain shear modulus of granular soils Three-dimensional DEM simulations on pile installation The role of particle breakage on the shear behaviour of coarse granular materials: A micromechanical investigation Sand dilatancy and internal structure Micromechanical characterization and prediction of undrained response from drained triaxial shear tests in granular media under monotonic loading: Simulations using PFC3D Sand meso analysis and numerical simulation Mesoscopic study on the mechanics of geosynthetic reinforced slope Numerical simulation of micro-mechanism of saturated sand liquefaction A discrete numerical approach for modelling face stability in slurry shield tunnelling Discrete element method for analysis of supporting force for EPB shield in dry sand Numerical investigation of the fracture characteristics of rock under normal wedge indentation tests Effects of lateral opening angle on ore-drawing in pillarless sublevel caving based on PFC2D Mesoscopic numerical simulation of acoustic emission experiments in rock failure Macro-response of rock mechanics behavior affected by its micro-parameters Micro-scale mechanism of liquefaction of saturated granular soils Meso-mechanical simulation of fracture grouting under fluid-solid coupling environment The influence of geogrid aperture size on the behavior of reinforced granular bases Application of 3D-DEM with seepage analysis to numerical simulation of rainfall-induced slope failure Application of DEM in design of big tunnels in rocks at relatively shallow depth A new fracture and abrasion model of unbound granular materials using the discrete element method Microstructure changes of granular materials with different overcompression ratios under biaxial compression DEM simulations of push-up load tests of sand plugs in steel pipe pile One dimensional compression of gap-graded mixtures in DEM Study on the relationship between stress and fabric for unsaturated granular soils Capillary force and microscale deformation of polydisperse wet granular materials Numerical studies on the effect of grain crushing of idealized granular assemblies Microstructural analysis of Shanghai remolded clay during one-dimensional consolidation test Author index Part III Engineering applications Deformation of the seabed due to exploitation of methane hydrate reservoir Shear strength regain of clayey landslides and remedial works The parametric study on stability of the landslide induced by water in the Three Gorges Reservoir Area Finite element analysis of some factors affecting piezocone penetration test (CPTU) in clays Steady state permeability profiles surrounding penetrating piles in crushable granular media The effects of long-term thermal load on lining stability The three-dimension saturated-unsaturated seepage analysis under atomized rain of hydropower project with high slope A physically based SLIDE model for landslide hazard assessments using remotely sensed data sets Behavior of ring foundations on very dense cemented sands Numerical analysis of balled wedge pile groups under uplift load Finite element analysis on construction spatial effect of small spacing tunnel with large section Rutting prediction of asphalt pavement based on the vehicle-pavement coupled dynamic load Deformation mechanism and support measures for stress-induced cracked rock mass of deep coal mine roadway Application of an implicit and explicit integration rules Investigation of dredge fill sedimentary process with indoor test Damage evaluation for rock mass through fractal dimension of joint fissures network Mechanism of Tangjiashan landslide and stability assessment of the slide dam In-situ liquefaction evaluation using CPT Slope stability analysis based on Hoek-Brown non-linear failure model Numerical simulation and safety analysis for tunnel excavation near gob with groundwater Nonlinear FEM analysis on the landslide stability and treatments at the portal of Wangkeng tunnel Numerical analysis for a slope reinforced with one row of piles Fracture of a slope by percolating Stability analysis of high and steep slope considering excavation unloading effect Studies on horizontal bearing behavior of branch pile Study about influence of disk quantity on the uplifted performance of disk-pile The analysis of nonlinear porous flow in the soft consolidation The research of creep model for the slide zone soil of Gushubao landslide Red soil microstructure and its foam-modified properties for metro shield tunneling engineering in Southern China Determination of the excavation-disturbed zone and corresponding stability coefficient of surrounding rock or soil in tunnel engineering by applying the finite element method Numerical integration for probabilistic consolidation based on Biot consolidation FEM Analyzing and studying of the factors for determining neutral point position of fully grouted rock bolt Buckling analysis of piles by considering the power function distribution of subgrade reaction coefficient Performance study on three methods for landslide thrust Comparison of explicit and implicit finite element methods with parallel computing for seismic response analysis of subway underground structure Numerical modeling on successive failure process of rock slopes caused by river erosion Research on buckling and post-buckling behavior for roof strata in longwall mining / J. Wang / M. Jiang / K. Zen / A. Gens / H. Chai / Y. Chen / Y. Wang / B. Indraratna / X.-S. Li / S. Thallak / B. Gao / X. Kong / M. Jia / Z. Zhang / Y. Chen / Y.-C. Chen / X. Liu / Q. Ma / S. Wang / Y. Liu / P. Li / A. Bhandari / S. Miura / E. Ghee / B. Caicedo / M. Liu / S. Kobayashi / Y.P. Cheng / C. Zhao / H. Zhang / F. Sun / D.M. Zhang / N. Yoshimoto / P. Fabrizio / J. Huang / G. Du / I. Einav / R. Vasicek / W. Xu / D. Bach / N.F. Ismael / R.Y. Liang / C. Xia / M. Qin / P. Su / Y. Yang / Q. Meng / C. Yang / H. Qian / L. Qiao / J. Jiang / Z. Tan / B. Tu / S. Sun / X. Chen / Q. Huang / F. Meng / C. Lu / S. Zhu / S. Wang / T. Li / S. Xiao / Q. Yue / X. Zhu / X. Yang / J. Cheng / Y. Dai / H. Wu / Z. Yang Volume 2
9780415612951 0415612950
GBB0B4715 bnb
Soil mechanics
Soil mechanics--Congresses
Soil mechanics--Mathematical models--Congresses
TA710 / .I574 2010
"Proceedings of the International Symposium on Geomechanics and Geotechnics - from Micro to Macro (IS Shanghai 2010), Shanghai, China, 10-12 October 2010"--T.p "A Balkema book"--T.p
Includes bibliographical references and index
Contents Preface International advisory committee International academic committee Local organizing committee Panel of reviewers Part I Micro and Macro characterization Experimental investigation on micro-contact laws of granules bonded with cement A strees-strain modeling approach for soils: From micro to macro Multiscale modeling and characterization of granular matter: From grain kinematics to continuum mechanics Micro-morphological changes in granular soils A microstructure-based constitutive model for the hydro-mechanical coupling in compacted clay/sand mixtures Shear failure development in compacted bentonite specimens Measurements of local distortion in shear deformed granular material Modeling of unsaturated soil considering the effect of saturation directly Micromechanical modeling for cyclic behavior of sand Analytical and numerical solutions to bifurcation in three-dimensional stresses The structure characteristics of unsaturated expansive soils A microstructure-based numerical simulation of visco-elastic properties of asphalt concrete with Semi-Circular Bending test Degradation effects at microstructural scale and their consequences on macroscopic behaviour of a slightly weathered siltstone Studies on the distrubed state concept constitutive model of the rockfill materials Test analysis on mechanical properties of soil cement mixtures The experimental study on the response pattern of wave-induced pore pressure on sandy bed Quadric surface approximation of failure criteria for granular materials in plane problem The effects of particle friction and crushing on macro-mechanical behavior of granular materials Consideration of the compressibility of soil mixed with deformable particles---classification of the compressive components by using rod-stack model tests Effect of consolidation ratio on high relative density silt under cyclic principal stress rotation Electrical resistivity anomalies appliied to describing microstructure change for cemented-soil Effects of wedge angle on the ductile failure and the distribution of microcracks for indentation tests on rock-like material Coarse granular soil state-dependent constitutive model considered micromechanics alteration Investigation on mechanical properties and constitutive model of lime-fly ash loess Micromechanical model of concrete under water lateral confinement Experimental studies on microstructure and collapsibility behavior of unsaturated loess Centrifuge modeling for wave loading on a cylindrical breakwater Investigation on elasto-plastic consolidation question based on numerical modeling method Shear properties of waste tire-bottom ash mixture with various particle size of waste tire A constitutive model for unsaturated natural soils Failure criterion of cross-anisotropic soils with the method of macro-micro incorporation Relation between suction changes in compacted soils and evolution of micro-structure during compression Experimental study on evolution of meso-structure of intact Q2 loess during wetting Elastic waves in salt-cemented granular soils Characteristics of pumice particle using X-ray CT scanning Full-grade concrete strength under long-term sustained loading Design and verification of portable direct shear tester for colluvium Micro and macro approaches for characterization of porosity depending on the weathering degree A new insight of 3-D microfabric analysis of unconsolidated marine sediments: Examples from north atlantic 300-meter long cores Probability of damage to archaeological inclusions in a sandy matrix Change of instantaneous strength of rock in uniaxial compressive creep test Study on model of coupled behavior of consolidation and creep for soil Support vector machine model for the relationship between physico-mechanical indexes and microstructure parameters of soft soil Study on micromechanism, physical and mechanical indexes of swamp soil Influence of obstacle angle on granular flow Variational inequality formulation of discontinuous deformation analysis Natural shear strength for municipal solid waste Study on microstructure characteristics and compaction effects of ISS-reinforced red clay Study on physical and chemical characteristics of mortar specimens subjected to hydrochloric acid attack Micro-structure analysis of dynamic replacement with riprapping and removing silt An ellipse failure model for lightweight aggregate concrete Test and study the microstructure of polluted soil by acid and alkali in laboratory Analytical solutions for stresses and displacements of cylindrical cavity expansion based on extended SMP criterion Rock matrix-fractured media model for heterogeneous and fractured coal bed An elasto-plastic model for aggregates considering particle crushing Localization of concrete fatigue defects in concrete CT images based on fractal theory Experimental study on wave-induced liquefaction in sandy silt seabed Analyzing the evolution of grains and contacts in sand under load Research on deep clay high pressure triaxial unloading and structural constitutive model Modified Mohr-Coulomb failure criterion: Taking influence of unloading rate into consideration Testing study of relation between temperature and electrical resistivity of sedimentary rock Arch shapes and principal stress trajectories in planar heap of dry sand Numerical simulation on the effect of filled granule shape on fracture seepage Micro mechanics study of granular soil based on the confined compression tests Quantifying soil micro-structure using fractals under dynamic replacement with rip rapping and removing silt Experimental research on Poisson's ratio of sandy soil Experimental study on evolution of meso-structure of intact Q2 loess during loading Photoelastic study of force chains Microscale parameters variation in biaxial tests Effect factor of mechanical properties of cement stabilized grain as road base material A micromechanically-based approach to failure strength for anisotropic geomaterials Numerical simulation of end restraint effects on triaxial strength of soil Analysis on capabilities of stress path of HCA to simulate the principal stress rotation under dynamic confining pressure Study of scale effect on creep deformation of rockfill The role of microstructure in the water-induced mechanics behavior of Guangzhou red soils Part II Discrete element modeling Evolution of swelling pressure of cohesive-frictional, rough and elasto-plastic granulates A micromechanical approach to describe internal erosion effects in soils Effect of particle size ratio on shear strength of dense binary mixtures Bimodal character of induced anisotropy in granular materials under undrained shear Aging effects on the stiffness anisotropy in sands DEM simulation of two main influence factors on stress release in tunnel excavation in noncohesive granular material Discrete and continuum modeling of sand flow experiment / Y. Sun / C.S. Chang / J. Andrade / M.R. Coop / P. Delage / F. Oka / H. Kunizawa / T. Kariya / P.-Y. Hicher / W. Zhen / F. Wang / F. Feng / E.E. Alonso / H. Xu / G. Long / B. Vu / K. Kumagai / Y. Xu / Y. Maski / H. Liu / Z. Qi / Y.S. Lin / S.-C. Chi / J. Zhao / X. Li / Q. Yang / Y. Wang / K. Yan / K.Y. Jo / Y. Liu / L. Kong / G. Richard / Z. Zhou / J.-S. Lee / M.J. Pender / W.W. Li / Y.W. Lin / K.-I. Song / K. Kawamura / L.A. Howie / X. Cui / J. Lei / Z. Li / H. Tang / X. Liu / H. Zheng / Y. Chen / Y. Wu / Y. Yao / C. Zhu / W. Wang / G. Yang / X. Yang / C. Zhang / M. Huang / L. Wen / J. Zhong / P. Besuelle / W. Wang / W. Li / C. Zeng / T. Pipatpongsa / A. Nakayama / H. Zhang / W. Chen / Z. Fan / Z. Zhou / Z. Bi / F. Jin / H. Zhang / M. Huang / Z. Hang / G. Chen / C. Zhou / L. Tao / E. Bauer / L. Sibille / Y. Yamada / J. Zhao / Y. Wang / S. Zhou / K. Volume 1 Oda Steady state strength behavior of a particulate-solid interphase system DEM analysis of an inclining rigid retaining wall subjected to translation movement mode A comparison between DDA and DEM in numerical simulations of earthquake induced landslides Mapping deformation during CPT in a virtual calibration chamber PFC3D simulation research on vibrating compaction test of soil and rock aggregate mixture Micromechanical investigation on the influence of cyclic loading history on small strain shear modulus of granular soils Three-dimensional DEM simulations on pile installation The role of particle breakage on the shear behaviour of coarse granular materials: A micromechanical investigation Sand dilatancy and internal structure Micromechanical characterization and prediction of undrained response from drained triaxial shear tests in granular media under monotonic loading: Simulations using PFC3D Sand meso analysis and numerical simulation Mesoscopic study on the mechanics of geosynthetic reinforced slope Numerical simulation of micro-mechanism of saturated sand liquefaction A discrete numerical approach for modelling face stability in slurry shield tunnelling Discrete element method for analysis of supporting force for EPB shield in dry sand Numerical investigation of the fracture characteristics of rock under normal wedge indentation tests Effects of lateral opening angle on ore-drawing in pillarless sublevel caving based on PFC2D Mesoscopic numerical simulation of acoustic emission experiments in rock failure Macro-response of rock mechanics behavior affected by its micro-parameters Micro-scale mechanism of liquefaction of saturated granular soils Meso-mechanical simulation of fracture grouting under fluid-solid coupling environment The influence of geogrid aperture size on the behavior of reinforced granular bases Application of 3D-DEM with seepage analysis to numerical simulation of rainfall-induced slope failure Application of DEM in design of big tunnels in rocks at relatively shallow depth A new fracture and abrasion model of unbound granular materials using the discrete element method Microstructure changes of granular materials with different overcompression ratios under biaxial compression DEM simulations of push-up load tests of sand plugs in steel pipe pile One dimensional compression of gap-graded mixtures in DEM Study on the relationship between stress and fabric for unsaturated granular soils Capillary force and microscale deformation of polydisperse wet granular materials Numerical studies on the effect of grain crushing of idealized granular assemblies Microstructural analysis of Shanghai remolded clay during one-dimensional consolidation test Author index Part III Engineering applications Deformation of the seabed due to exploitation of methane hydrate reservoir Shear strength regain of clayey landslides and remedial works The parametric study on stability of the landslide induced by water in the Three Gorges Reservoir Area Finite element analysis of some factors affecting piezocone penetration test (CPTU) in clays Steady state permeability profiles surrounding penetrating piles in crushable granular media The effects of long-term thermal load on lining stability The three-dimension saturated-unsaturated seepage analysis under atomized rain of hydropower project with high slope A physically based SLIDE model for landslide hazard assessments using remotely sensed data sets Behavior of ring foundations on very dense cemented sands Numerical analysis of balled wedge pile groups under uplift load Finite element analysis on construction spatial effect of small spacing tunnel with large section Rutting prediction of asphalt pavement based on the vehicle-pavement coupled dynamic load Deformation mechanism and support measures for stress-induced cracked rock mass of deep coal mine roadway Application of an implicit and explicit integration rules Investigation of dredge fill sedimentary process with indoor test Damage evaluation for rock mass through fractal dimension of joint fissures network Mechanism of Tangjiashan landslide and stability assessment of the slide dam In-situ liquefaction evaluation using CPT Slope stability analysis based on Hoek-Brown non-linear failure model Numerical simulation and safety analysis for tunnel excavation near gob with groundwater Nonlinear FEM analysis on the landslide stability and treatments at the portal of Wangkeng tunnel Numerical analysis for a slope reinforced with one row of piles Fracture of a slope by percolating Stability analysis of high and steep slope considering excavation unloading effect Studies on horizontal bearing behavior of branch pile Study about influence of disk quantity on the uplifted performance of disk-pile The analysis of nonlinear porous flow in the soft consolidation The research of creep model for the slide zone soil of Gushubao landslide Red soil microstructure and its foam-modified properties for metro shield tunneling engineering in Southern China Determination of the excavation-disturbed zone and corresponding stability coefficient of surrounding rock or soil in tunnel engineering by applying the finite element method Numerical integration for probabilistic consolidation based on Biot consolidation FEM Analyzing and studying of the factors for determining neutral point position of fully grouted rock bolt Buckling analysis of piles by considering the power function distribution of subgrade reaction coefficient Performance study on three methods for landslide thrust Comparison of explicit and implicit finite element methods with parallel computing for seismic response analysis of subway underground structure Numerical modeling on successive failure process of rock slopes caused by river erosion Research on buckling and post-buckling behavior for roof strata in longwall mining / J. Wang / M. Jiang / K. Zen / A. Gens / H. Chai / Y. Chen / Y. Wang / B. Indraratna / X.-S. Li / S. Thallak / B. Gao / X. Kong / M. Jia / Z. Zhang / Y. Chen / Y.-C. Chen / X. Liu / Q. Ma / S. Wang / Y. Liu / P. Li / A. Bhandari / S. Miura / E. Ghee / B. Caicedo / M. Liu / S. Kobayashi / Y.P. Cheng / C. Zhao / H. Zhang / F. Sun / D.M. Zhang / N. Yoshimoto / P. Fabrizio / J. Huang / G. Du / I. Einav / R. Vasicek / W. Xu / D. Bach / N.F. Ismael / R.Y. Liang / C. Xia / M. Qin / P. Su / Y. Yang / Q. Meng / C. Yang / H. Qian / L. Qiao / J. Jiang / Z. Tan / B. Tu / S. Sun / X. Chen / Q. Huang / F. Meng / C. Lu / S. Zhu / S. Wang / T. Li / S. Xiao / Q. Yue / X. Zhu / X. Yang / J. Cheng / Y. Dai / H. Wu / Z. Yang Volume 2
9780415612951 0415612950
GBB0B4715 bnb
Soil mechanics
Soil mechanics--Congresses
Soil mechanics--Mathematical models--Congresses
TA710 / .I574 2010
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