TY  - BOOK
AU  - Jiang,Mingjing
AU  - Liu,Fang
AU  - Bolton,Malcolm
ED  - International Symposium on Geomechanics and Geotechnics - from Micro to Macro
TI  - Geomechanics and geotechnics: from micro to macro 
SN  - 9780415612951
AV  - TA710 .I574 2010
PY  - 2011///]
CY  - Boca Raton, Fla.
PB  - CRC
KW  - Soil mechanics
KW  - Congresses
KW  - Mathematical models
N1  - "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; Volume 1; Part I	Micro and Macro characterization; Experimental investigation on micro-contact laws of granules bonded with cement; / Y. Sun; A strees-strain modeling approach for soils: From micro to macro; / C.S. Chang; Multiscale modeling and characterization of granular matter: From grain kinematics to continuum mechanics; / J. Andrade; Micro-morphological changes in granular soils; / M.R. Coop; A microstructure-based constitutive model for the hydro-mechanical coupling in compacted clay/sand mixtures; / P. Delage; Shear failure development in compacted bentonite specimens; / F. Oka; Measurements of local distortion in shear deformed granular material; / H. Kunizawa; Modeling of unsaturated soil considering the effect of saturation directly; / T. Kariya; Micromechanical modeling for cyclic behavior of sand; / P.-Y. Hicher; Analytical and numerical solutions to bifurcation in three-dimensional stresses; / W. Zhen; The structure characteristics of unsaturated expansive soils; / F. Wang; A microstructure-based numerical simulation of visco-elastic properties of asphalt concrete with Semi-Circular Bending test; / F. Feng; Degradation effects at microstructural scale and their consequences on macroscopic behaviour of a slightly weathered siltstone; / E.E. Alonso; Studies on the distrubed state concept constitutive model of the rockfill materials; / H. Xu; Test analysis on mechanical properties of soil cement mixtures; / G. Long; The experimental study on the response pattern of wave-induced pore pressure on sandy bed; / B. Vu; Quadric surface approximation of failure criteria for granular materials in plane problem; / K. Kumagai; The effects of particle friction and crushing on macro-mechanical behavior of granular materials; / Y. Xu; Consideration of the compressibility of soil mixed with deformable particles---classification of the compressive components by using rod-stack model tests; / Y. Maski; Effect of consolidation ratio on high relative density silt under cyclic principal stress rotation; / H. Liu; Electrical resistivity anomalies appliied to describing microstructure change for cemented-soil; / Z. Qi; Effects of wedge angle on the ductile failure and the distribution of microcracks for indentation tests on rock-like material; / Y.S. Lin; Coarse granular soil state-dependent constitutive model considered micromechanics alteration; / S.-C. Chi; Investigation on mechanical properties and constitutive model of lime-fly ash loess; / J. Zhao; Micromechanical model of concrete under water lateral confinement; / X. Li; Experimental studies on microstructure and collapsibility behavior of unsaturated loess; / Q. Yang; Centrifuge modeling for wave loading on a cylindrical breakwater; / Y. Wang; Investigation on elasto-plastic consolidation question based on numerical modeling method; / K. Yan; Shear properties of waste tire-bottom ash mixture with various particle size of waste tire; / K.Y. Jo; A constitutive model for unsaturated natural soils; / Y. Liu; Failure criterion of cross-anisotropic soils with the method of macro-micro incorporation; / L. Kong; Relation between suction changes in compacted soils and evolution of micro-structure during compression; / G. Richard; Experimental study on evolution of meso-structure of intact Q2 loess during wetting; / Z. Zhou; Elastic waves in salt-cemented granular soils; / J.-S. Lee; Characteristics of pumice particle using X-ray CT scanning; / M.J. Pender; Full-grade concrete strength under long-term sustained loading; / W.W. Li; Design and verification of portable direct shear tester for colluvium; / Y.W. Lin; Micro and macro approaches for characterization of porosity depending on the weathering degree; / K.-I. Song; A new insight of 3-D microfabric analysis of unconsolidated marine sediments: Examples from north atlantic 300-meter long cores; / K. Kawamura; Probability of damage to archaeological inclusions in a sandy matrix; / L.A. Howie; Change of instantaneous strength of rock in uniaxial compressive creep test; / X. Cui; Study on model of coupled behavior of consolidation and creep for soil; / J. Lei; Support vector machine model for the relationship between physico-mechanical indexes and microstructure parameters of soft soil; / Z. Li; Study on micromechanism, physical and mechanical indexes of swamp soil; / H. Tang; Influence of obstacle angle on granular flow; / X. Liu; Variational inequality formulation of discontinuous deformation analysis; / H. Zheng; Natural shear strength for municipal solid waste; / Y. Chen; Study on microstructure characteristics and compaction effects of ISS-reinforced red clay; / Y. Wu; Study on physical and chemical characteristics of mortar specimens subjected to hydrochloric acid attack; / Y. Yao; Micro-structure analysis of dynamic replacement with riprapping and removing silt; / C. Zhu; An ellipse failure model for lightweight aggregate concrete; / W. Wang; Test and study the microstructure of polluted soil by acid and alkali in laboratory; / G. Yang; Analytical solutions for stresses and displacements of cylindrical cavity expansion based on extended SMP criterion; / X. Yang; Rock matrix-fractured media model for heterogeneous and fractured coal bed; / C. Zhang; An elasto-plastic model for aggregates considering particle crushing; / M. Huang; Localization of concrete fatigue defects in concrete CT images based on fractal theory; / L. Wen; Experimental study on wave-induced liquefaction in sandy silt seabed; / J. Zhong; Analyzing the evolution of grains and contacts in sand under load; / P. Besuelle; Research on deep clay high pressure triaxial unloading and structural constitutive model; / W. Wang; Modified Mohr-Coulomb failure criterion: Taking influence of unloading rate into consideration; / W. Li; Testing study of relation between temperature and electrical resistivity of sedimentary rock; / C. Zeng; Arch shapes and principal stress trajectories in planar heap of dry sand; / T. Pipatpongsa; Numerical simulation on the effect of filled granule shape on fracture seepage; / A. Nakayama; Micro mechanics study of granular soil based on the confined compression tests; / H. Zhang; Quantifying soil micro-structure using fractals under dynamic replacement with rip rapping and removing silt; / W. Chen; Experimental research on Poisson's ratio of sandy soil; / Z. Fan; Experimental study on evolution of meso-structure of intact Q2 loess during loading; / Z. Zhou; Photoelastic study of force chains; / Z. Bi; Microscale parameters variation in biaxial tests; / F. Jin; Effect factor of mechanical properties of cement stabilized grain as road base material; / H. Zhang; A micromechanically-based approach to failure strength for anisotropic geomaterials; / M. Huang; Numerical simulation of end restraint effects on triaxial strength of soil; / Z. Hang; Analysis on capabilities of stress path of HCA to simulate the principal stress rotation under dynamic confining pressure; / G. Chen; Study of scale effect on creep deformation of rockfill; / C. Zhou; The role of microstructure in the water-induced mechanics behavior of Guangzhou red soils; / L. Tao; Part II	Discrete element modeling; Evolution of swelling pressure of cohesive-frictional, rough and elasto-plastic granulates; / E. Bauer; A micromechanical approach to describe internal erosion effects in soils; / L. Sibille; Effect of particle size ratio on shear strength of dense binary mixtures; / Y. Yamada; Bimodal character of induced anisotropy in granular materials under undrained shear; / J. Zhao; Aging effects on the stiffness anisotropy in sands; / Y. Wang; DEM simulation of two main influence factors on stress release in tunnel excavation in noncohesive granular material; / S. Zhou; Discrete and continuum modeling of sand flow experiment; / K.; Oda; Steady state strength behavior of a particulate-solid interphase system; / J. Wang; DEM analysis of an inclining rigid retaining wall subjected to translation movement mode; / M. Jiang; A comparison between DDA and DEM in numerical simulations of earthquake induced landslides; / K. Zen; Mapping deformation during CPT in a virtual calibration chamber; / A. Gens; PFC3D simulation research on vibrating compaction test of soil and rock aggregate mixture; / H. Chai; Micromechanical investigation on the influence of cyclic loading history on small strain shear modulus of granular soils; / Y. Chen; Three-dimensional DEM simulations on pile installation; / Y. Wang; The role of particle breakage on the shear behaviour of coarse granular materials: A micromechanical investigation; / B. Indraratna; Sand dilatancy and internal structure; / X.-S. Li; Micromechanical characterization and prediction of undrained response from drained triaxial shear tests in granular media under monotonic loading: Simulations using PFC3D; / S. Thallak; Sand meso analysis and numerical simulation; / B. Gao; Mesoscopic study on the mechanics of geosynthetic reinforced slope; / X. Kong; Numerical simulation of micro-mechanism of saturated sand liquefaction; / M. Jia; A discrete numerical approach for modelling face stability in slurry shield tunnelling; / Z. Zhang; Discrete element method for analysis of supporting force for EPB shield in dry sand; / Y. Chen; Numerical investigation of the fracture characteristics of rock under normal wedge indentation tests; / Y.-C. Chen; Effects of lateral opening angle on ore-drawing in pillarless sublevel caving based on PFC2D; / X. Liu; Mesoscopic numerical simulation of acoustic emission experiments in rock failure; / Q. Ma; Macro-response of rock mechanics behavior affected by its micro-parameters; / S. Wang; Micro-scale mechanism of liquefaction of saturated granular soils; / Y. Liu; Meso-mechanical simulation of fracture grouting under fluid-solid coupling environment; / P. Li; The influence of geogrid aperture size on the behavior of reinforced granular bases; / A. Bhandari; Application of 3D-DEM with seepage analysis to numerical simulation of rainfall-induced slope failure; / S. Miura; Application of DEM in design of big tunnels in rocks at relatively shallow depth; / E. Ghee; A new fracture and abrasion model of unbound granular materials using the discrete element method; / B. Caicedo; Microstructure changes of granular materials with different overcompression ratios under biaxial compression; / M. Liu; DEM simulations of push-up load tests of sand plugs in steel pipe pile; / S. Kobayashi; One dimensional compression of gap-graded mixtures in DEM; / Y.P. Cheng; Study on the relationship between stress and fabric for unsaturated granular soils; / C. Zhao; Capillary force and microscale deformation of polydisperse wet granular materials; / H. Zhang; Numerical studies on the effect of grain crushing of idealized granular assemblies; / F. Sun; Microstructural analysis of Shanghai remolded clay during one-dimensional consolidation test; / D.M. Zhang; Author index; Volume 2; Part III	Engineering applications; Deformation of the seabed due to exploitation of methane hydrate reservoir; / N. Yoshimoto; Shear strength regain of clayey landslides and remedial works; / P. Fabrizio; The parametric study on stability of the landslide induced by water in the Three Gorges Reservoir Area; / J. Huang; Finite element analysis of some factors affecting piezocone penetration test (CPTU) in clays; / G. Du; Steady state permeability profiles surrounding penetrating piles in crushable granular media; / I. Einav; The effects of long-term thermal load on lining stability; / R. Vasicek; The three-dimension saturated-unsaturated seepage analysis under atomized rain of hydropower project with high slope; / W. Xu; A physically based SLIDE model for landslide hazard assessments using remotely sensed data sets; / D. Bach; Behavior of ring foundations on very dense cemented sands; / N.F. Ismael; Numerical analysis of balled wedge pile groups under uplift load; / R.Y. Liang; Finite element analysis on construction spatial effect of small spacing tunnel with large section; / C. Xia; Rutting prediction of asphalt pavement based on the vehicle-pavement coupled dynamic load; / M. Qin; Deformation mechanism and support measures for stress-induced cracked rock mass of deep coal mine roadway; / P. Su; Application of an implicit and explicit integration rules; / Y. Yang; Investigation of dredge fill sedimentary process with indoor test; / Q. Meng; Damage evaluation for rock mass through fractal dimension of joint fissures network; / C. Yang; Mechanism of Tangjiashan landslide and stability assessment of the slide dam; / H. Qian; In-situ liquefaction evaluation using CPT; / L. Qiao; Slope stability analysis based on Hoek-Brown non-linear failure model; / J. Jiang; Numerical simulation and safety analysis for tunnel excavation near gob with groundwater; / Z. Tan; Nonlinear FEM analysis on the landslide stability and treatments at the portal of Wangkeng tunnel; / B. Tu; Numerical analysis for a slope reinforced with one row of piles; / S. Sun; Fracture of a slope by percolating; / X. Chen; Stability analysis of high and steep slope considering excavation unloading effect; / Q. Huang; Studies on horizontal bearing behavior of branch pile; / F. Meng; Study about influence of disk quantity on the uplifted performance of disk-pile; / C. Lu; The analysis of nonlinear porous flow in the soft consolidation; / S. Zhu; The research of creep model for the slide zone soil of Gushubao landslide; / S. Wang; Red soil microstructure and its foam-modified properties for metro shield tunneling engineering in Southern China; / T. Li; Determination of the excavation-disturbed zone and corresponding stability coefficient of surrounding rock or soil in tunnel engineering by applying the finite element method; / S. Xiao; Numerical integration for probabilistic consolidation based on Biot consolidation FEM; / Q. Yue; Analyzing and studying of the factors for determining neutral point position of fully grouted rock bolt; / X. Zhu; Buckling analysis of piles by considering the power function distribution of subgrade reaction coefficient; / X. Yang; Performance study on three methods for landslide thrust; / J. Cheng; Comparison of explicit and implicit finite element methods with parallel computing for seismic response analysis of subway underground structure; / Y. Dai; Numerical modeling on successive failure process of rock slopes caused by river erosion; / H. Wu; Research on buckling and post-buckling behavior for roof strata in longwall mining; / Z. Yang
ER  -