000			16250nam a2200421 i 4500
008			100914s2010 flu 100 0 eng
015			_aGBB0B4715 _2bnb
020			_a9780415612951 _q(hardback)
020			_a0415612950 _q(hardback)
040			_aUKM _cUKM _dBTCTA _dYDXCP _dAKR
049			_aBAUN_MERKEZ
050	0	4	_aTA710 _b.I574 2010
082	0	4	_222
111	2		_aInternational Symposium on Geomechanics and Geotechnics - from Micro to Macro _d(2010 : _cShanghai, China)
245	1	0	_aGeomechanics and geotechnics : _bfrom micro to macro / _ceditors: Mingjing Jiang and Fang Liu, Malcolm Bolton
264		1	_aBoca Raton, Fla. : _bCRC ; _c[2011]
264		2	_aLondon : _bTaylor and Francis [distributor], _c[2011]
264		4	_c©2011
263			_a201009
300			_a2 volume (xxiii, 1191 pages) : _billustrations ; _c26 cm
336			_atext _btxt _2rdacontent
337			_aunmediated _bn _2rdamedia
338			_avolume _bnc _2rdacarrier
500			_a"Proceedings of the International Symposium on Geomechanics and Geotechnics - from Micro to Macro (IS Shanghai 2010), Shanghai, China, 10-12 October 2010"--T.p
500			_a"A Balkema book"--T.p
504			_aIncludes bibliographical references and index
505	0	0	_tContents _tPreface _tInternational advisory committee _tInternational academic committee _tLocal organizing committee _tPanel of reviewers _gVolume 1 _tPart I Micro and Macro characterization _tExperimental investigation on micro-contact laws of granules bonded with cement _r/ Y. Sun _tA strees-strain modeling approach for soils: From micro to macro _r/ C.S. Chang _tMultiscale modeling and characterization of granular matter: From grain kinematics to continuum mechanics _r/ J. Andrade _tMicro-morphological changes in granular soils _r/ M.R. Coop _tA microstructure-based constitutive model for the hydro-mechanical coupling in compacted clay/sand mixtures _r/ P. Delage _tShear failure development in compacted bentonite specimens _r/ F. Oka _tMeasurements of local distortion in shear deformed granular material _r/ H. Kunizawa _tModeling of unsaturated soil considering the effect of saturation directly _r/ T. Kariya _tMicromechanical modeling for cyclic behavior of sand _r/ P.-Y. Hicher _tAnalytical and numerical solutions to bifurcation in three-dimensional stresses _r/ W. Zhen _tThe structure characteristics of unsaturated expansive soils _r/ F. Wang _tA microstructure-based numerical simulation of visco-elastic properties of asphalt concrete with Semi-Circular Bending test _r/ F. Feng _tDegradation effects at microstructural scale and their consequences on macroscopic behaviour of a slightly weathered siltstone _r/ E.E. Alonso _tStudies on the distrubed state concept constitutive model of the rockfill materials _r/ H. Xu _tTest analysis on mechanical properties of soil cement mixtures _r/ G. Long _tThe experimental study on the response pattern of wave-induced pore pressure on sandy bed _r/ B. Vu _tQuadric surface approximation of failure criteria for granular materials in plane problem _r/ K. Kumagai _tThe effects of particle friction and crushing on macro-mechanical behavior of granular materials _r/ Y. Xu _tConsideration of the compressibility of soil mixed with deformable particles---classification of the compressive components by using rod-stack model tests _r/ Y. Maski _tEffect of consolidation ratio on high relative density silt under cyclic principal stress rotation _r/ H. Liu _tElectrical resistivity anomalies appliied to describing microstructure change for cemented-soil _r/ Z. Qi _tEffects of wedge angle on the ductile failure and the distribution of microcracks for indentation tests on rock-like material _r/ Y.S. Lin _tCoarse granular soil state-dependent constitutive model considered micromechanics alteration _r/ S.-C. Chi _tInvestigation on mechanical properties and constitutive model of lime-fly ash loess _r/ J. Zhao _tMicromechanical model of concrete under water lateral confinement _r/ X. Li _tExperimental studies on microstructure and collapsibility behavior of unsaturated loess _r/ Q. Yang _tCentrifuge modeling for wave loading on a cylindrical breakwater _r/ Y. Wang _tInvestigation on elasto-plastic consolidation question based on numerical modeling method _r/ K. Yan _tShear properties of waste tire-bottom ash mixture with various particle size of waste tire _r/ K.Y. Jo _tA constitutive model for unsaturated natural soils _r/ Y. Liu _tFailure criterion of cross-anisotropic soils with the method of macro-micro incorporation _r/ L. Kong _tRelation between suction changes in compacted soils and evolution of micro-structure during compression _r/ G. Richard _tExperimental study on evolution of meso-structure of intact Q2 loess during wetting _r/ Z. Zhou _tElastic waves in salt-cemented granular soils _r/ J.-S. Lee _tCharacteristics of pumice particle using X-ray CT scanning _r/ M.J. Pender _tFull-grade concrete strength under long-term sustained loading _r/ W.W. Li _tDesign and verification of portable direct shear tester for colluvium _r/ Y.W. Lin _tMicro and macro approaches for characterization of porosity depending on the weathering degree _r/ K.-I. Song _tA new insight of 3-D microfabric analysis of unconsolidated marine sediments: Examples from north atlantic 300-meter long cores _r/ K. Kawamura _tProbability of damage to archaeological inclusions in a sandy matrix _r/ L.A. Howie _tChange of instantaneous strength of rock in uniaxial compressive creep test _r/ X. Cui _tStudy on model of coupled behavior of consolidation and creep for soil _r/ J. Lei _tSupport vector machine model for the relationship between physico-mechanical indexes and microstructure parameters of soft soil _r/ Z. Li _tStudy on micromechanism, physical and mechanical indexes of swamp soil _r/ H. Tang _tInfluence of obstacle angle on granular flow _r/ X. Liu _tVariational inequality formulation of discontinuous deformation analysis _r/ H. Zheng _tNatural shear strength for municipal solid waste _r/ Y. Chen _tStudy on microstructure characteristics and compaction effects of ISS-reinforced red clay _r/ Y. Wu _tStudy on physical and chemical characteristics of mortar specimens subjected to hydrochloric acid attack _r/ Y. Yao _tMicro-structure analysis of dynamic replacement with riprapping and removing silt _r/ C. Zhu _tAn ellipse failure model for lightweight aggregate concrete _r/ W. Wang _tTest and study the microstructure of polluted soil by acid and alkali in laboratory _r/ G. Yang _tAnalytical solutions for stresses and displacements of cylindrical cavity expansion based on extended SMP criterion _r/ X. Yang _tRock matrix-fractured media model for heterogeneous and fractured coal bed _r/ C. Zhang _tAn elasto-plastic model for aggregates considering particle crushing _r/ M. Huang _tLocalization of concrete fatigue defects in concrete CT images based on fractal theory _r/ L. Wen _tExperimental study on wave-induced liquefaction in sandy silt seabed _r/ J. Zhong _tAnalyzing the evolution of grains and contacts in sand under load _r/ P. Besuelle _tResearch on deep clay high pressure triaxial unloading and structural constitutive model _r/ W. Wang _tModified Mohr-Coulomb failure criterion: Taking influence of unloading rate into consideration _r/ W. Li _tTesting study of relation between temperature and electrical resistivity of sedimentary rock _r/ C. Zeng _tArch shapes and principal stress trajectories in planar heap of dry sand _r/ T. Pipatpongsa _tNumerical simulation on the effect of filled granule shape on fracture seepage _r/ A. Nakayama _tMicro mechanics study of granular soil based on the confined compression tests _r/ H. Zhang _tQuantifying soil micro-structure using fractals under dynamic replacement with rip rapping and removing silt _r/ W. Chen _tExperimental research on Poisson's ratio of sandy soil _r/ Z. Fan _tExperimental study on evolution of meso-structure of intact Q2 loess during loading _r/ Z. Zhou _tPhotoelastic study of force chains _r/ Z. Bi _tMicroscale parameters variation in biaxial tests _r/ F. Jin _tEffect factor of mechanical properties of cement stabilized grain as road base material _r/ H. Zhang _tA micromechanically-based approach to failure strength for anisotropic geomaterials _r/ M. Huang _tNumerical simulation of end restraint effects on triaxial strength of soil _r/ Z. Hang _tAnalysis on capabilities of stress path of HCA to simulate the principal stress rotation under dynamic confining pressure _r/ G. Chen _tStudy of scale effect on creep deformation of rockfill _r/ C. Zhou _tThe role of microstructure in the water-induced mechanics behavior of Guangzhou red soils _r/ L. Tao _tPart II Discrete element modeling _tEvolution of swelling pressure of cohesive-frictional, rough and elasto-plastic granulates _r/ E. Bauer _tA micromechanical approach to describe internal erosion effects in soils _r/ L. Sibille _tEffect of particle size ratio on shear strength of dense binary mixtures _r/ Y. Yamada _tBimodal character of induced anisotropy in granular materials under undrained shear _r/ J. Zhao _tAging effects on the stiffness anisotropy in sands _r/ Y. Wang _tDEM simulation of two main influence factors on stress release in tunnel excavation in noncohesive granular material _r/ S. Zhou _tDiscrete and continuum modeling of sand flow experiment _r/ K.
505	0	0	_tOda _tSteady state strength behavior of a particulate-solid interphase system _r/ J. Wang _tDEM analysis of an inclining rigid retaining wall subjected to translation movement mode _r/ M. Jiang _tA comparison between DDA and DEM in numerical simulations of earthquake induced landslides _r/ K. Zen _tMapping deformation during CPT in a virtual calibration chamber _r/ A. Gens _tPFC3D simulation research on vibrating compaction test of soil and rock aggregate mixture _r/ H. Chai _tMicromechanical investigation on the influence of cyclic loading history on small strain shear modulus of granular soils _r/ Y. Chen _tThree-dimensional DEM simulations on pile installation _r/ Y. Wang _tThe role of particle breakage on the shear behaviour of coarse granular materials: A micromechanical investigation _r/ B. Indraratna _tSand dilatancy and internal structure _r/ X.-S. Li _tMicromechanical characterization and prediction of undrained response from drained triaxial shear tests in granular media under monotonic loading: Simulations using PFC3D _r/ S. Thallak _tSand meso analysis and numerical simulation _r/ B. Gao _tMesoscopic study on the mechanics of geosynthetic reinforced slope _r/ X. Kong _tNumerical simulation of micro-mechanism of saturated sand liquefaction _r/ M. Jia _tA discrete numerical approach for modelling face stability in slurry shield tunnelling _r/ Z. Zhang _tDiscrete element method for analysis of supporting force for EPB shield in dry sand _r/ Y. Chen _tNumerical investigation of the fracture characteristics of rock under normal wedge indentation tests _r/ Y.-C. Chen _tEffects of lateral opening angle on ore-drawing in pillarless sublevel caving based on PFC2D _r/ X. Liu _tMesoscopic numerical simulation of acoustic emission experiments in rock failure _r/ Q. Ma _tMacro-response of rock mechanics behavior affected by its micro-parameters _r/ S. Wang _tMicro-scale mechanism of liquefaction of saturated granular soils _r/ Y. Liu _tMeso-mechanical simulation of fracture grouting under fluid-solid coupling environment _r/ P. Li _tThe influence of geogrid aperture size on the behavior of reinforced granular bases _r/ A. Bhandari _tApplication of 3D-DEM with seepage analysis to numerical simulation of rainfall-induced slope failure _r/ S. Miura _tApplication of DEM in design of big tunnels in rocks at relatively shallow depth _r/ E. Ghee _tA new fracture and abrasion model of unbound granular materials using the discrete element method _r/ B. Caicedo _tMicrostructure changes of granular materials with different overcompression ratios under biaxial compression _r/ M. Liu _tDEM simulations of push-up load tests of sand plugs in steel pipe pile _r/ S. Kobayashi _tOne dimensional compression of gap-graded mixtures in DEM _r/ Y.P. Cheng _tStudy on the relationship between stress and fabric for unsaturated granular soils _r/ C. Zhao _tCapillary force and microscale deformation of polydisperse wet granular materials _r/ H. Zhang _tNumerical studies on the effect of grain crushing of idealized granular assemblies _r/ F. Sun _tMicrostructural analysis of Shanghai remolded clay during one-dimensional consolidation test _r/ D.M. Zhang _tAuthor index _gVolume 2 _tPart III Engineering applications _tDeformation of the seabed due to exploitation of methane hydrate reservoir _r/ N. Yoshimoto _tShear strength regain of clayey landslides and remedial works _r/ P. Fabrizio _tThe parametric study on stability of the landslide induced by water in the Three Gorges Reservoir Area _r/ J. Huang _tFinite element analysis of some factors affecting piezocone penetration test (CPTU) in clays _r/ G. Du _tSteady state permeability profiles surrounding penetrating piles in crushable granular media _r/ I. Einav _tThe effects of long-term thermal load on lining stability _r/ R. Vasicek _tThe three-dimension saturated-unsaturated seepage analysis under atomized rain of hydropower project with high slope _r/ W. Xu _tA physically based SLIDE model for landslide hazard assessments using remotely sensed data sets _r/ D. Bach _tBehavior of ring foundations on very dense cemented sands _r/ N.F. Ismael _tNumerical analysis of balled wedge pile groups under uplift load _r/ R.Y. Liang _tFinite element analysis on construction spatial effect of small spacing tunnel with large section _r/ C. Xia _tRutting prediction of asphalt pavement based on the vehicle-pavement coupled dynamic load _r/ M. Qin _tDeformation mechanism and support measures for stress-induced cracked rock mass of deep coal mine roadway _r/ P. Su _tApplication of an implicit and explicit integration rules _r/ Y. Yang _tInvestigation of dredge fill sedimentary process with indoor test _r/ Q. Meng _tDamage evaluation for rock mass through fractal dimension of joint fissures network _r/ C. Yang _tMechanism of Tangjiashan landslide and stability assessment of the slide dam _r/ H. Qian _tIn-situ liquefaction evaluation using CPT _r/ L. Qiao _tSlope stability analysis based on Hoek-Brown non-linear failure model _r/ J. Jiang _tNumerical simulation and safety analysis for tunnel excavation near gob with groundwater _r/ Z. Tan _tNonlinear FEM analysis on the landslide stability and treatments at the portal of Wangkeng tunnel _r/ B. Tu _tNumerical analysis for a slope reinforced with one row of piles _r/ S. Sun _tFracture of a slope by percolating _r/ X. Chen _tStability analysis of high and steep slope considering excavation unloading effect _r/ Q. Huang _tStudies on horizontal bearing behavior of branch pile _r/ F. Meng _tStudy about influence of disk quantity on the uplifted performance of disk-pile _r/ C. Lu _tThe analysis of nonlinear porous flow in the soft consolidation _r/ S. Zhu _tThe research of creep model for the slide zone soil of Gushubao landslide _r/ S. Wang _tRed soil microstructure and its foam-modified properties for metro shield tunneling engineering in Southern China _r/ T. Li _tDetermination of the excavation-disturbed zone and corresponding stability coefficient of surrounding rock or soil in tunnel engineering by applying the finite element method _r/ S. Xiao _tNumerical integration for probabilistic consolidation based on Biot consolidation FEM _r/ Q. Yue _tAnalyzing and studying of the factors for determining neutral point position of fully grouted rock bolt _r/ X. Zhu _tBuckling analysis of piles by considering the power function distribution of subgrade reaction coefficient _r/ X. Yang _tPerformance study on three methods for landslide thrust _r/ J. Cheng _tComparison of explicit and implicit finite element methods with parallel computing for seismic response analysis of subway underground structure _r/ Y. Dai _tNumerical modeling on successive failure process of rock slopes caused by river erosion _r/ H. Wu _tResearch on buckling and post-buckling behavior for roof strata in longwall mining _r/ Z. Yang
650		0	_aSoil mechanics
650		0	_aSoil mechanics _vCongresses
650		0	_aSoil mechanics _xMathematical models _vCongresses
700	1		_aJiang, Mingjing
700	1		_aLiu, Fang
700	1		_aBolton, Malcolm
900			_a31302 31303
900			_bsatın
942			_2lcc _cKT
999			_c28029 _d28029