Geomechanics and Geotechnics From Micro to Macro ed. by Mingjing Jiang, Fang L

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"Geomechanics and Geotechnics: From Micro to Macro" ed. by Mingjing Jiang, Fang Liu, Malcolm Bolton

"Geomechanics and Geotechnics: From Micro to Macro" ed. by Mingjing Jiang, Fang Liu, Malcolm Bolton
Two Volume Set
СRС Press, Ta&Fr Group | 2011 | ISBN: 0415612950 0203831187 9780415612951 9780203831182 | 1126 pages | PDF | 34 MB

This book includes 174 peer-reviewed papers on Geomechanics and Geotechnics. This book will be of interest to academics and engineers involved in Soil Mechanics, Geomechanics, Geotechnical Engineering, Geoengineering and Civil Engineering.

This volume contains papers presented at the International Symposium on Geomechanics and Geotechnics: From Micro to Macro (IS-Shanghai 2010, Shanghai, China, 10-12 October 2010).

The main goal was to explore further advances in the use of micro-geomechanical approaches, and by doing so to improve the understanding of macro-geomechanical phenomena by offering experiments, constitutive relations, numerical analyses and engineering applications associated with the discrete nature of geomaterials.

Table of contents
Preface
International advisory committee
International academic committee
Local organizing committee
Panel of reviewers
Volume 1
Part I: Micro and Macro characterization
1: Experimental investigation on micro-contact laws of granules bonded with cement
2: A stress-strain modeling approach for soils: From micro to macro
3: Multiscale modeling and characterization of granular matter: From grain kinematics to continuum mechanics
4: Micro-morphological changes in granular soils
5: A microstructure-based constitutive model for the hydro-mechanical coupling in compacted clay/sand mixtures
6: Shear failure development in compacted bentonite specimens
7: Measurements of local distortion in shear deformed granular material
8: Modeling of unsaturated soil considering the effect of saturation directly
9: Micromechanical modeling for cyclic behavior of sand
10: Analytical and numerical solutions to bifurcation in three-dimensional stresses
11: The structure characteristics of unsaturated expansive soils
12: A microstructure-based numerical simulation of visco-elastic properties of asphalt concrete with Semi-Circular Bending test
13: Degradation effects at microstructural scale and their consequences on macroscopic behaviour of a slightly weathered siltstone
14: Studies on the disturbed state concept constitutive model of the rockfill materials
15: Test analysis on mechanical properties of soil cement mixtures
16: The experimental study on the response pattern of wave-induced pore pressure on sandy bed
17: Quadric surface approximation of failure criteria for granular materials in plane problem
18: The effects of particle friction and crushing on macro-mechanical behavior of granular materials
19: Consideration of the compressibility of soil mixed with deformable particles—classification of the compressive components by using rod-stack model tests
20: Effect of consolidation ratio on high relative density silt under cyclic principal stress rotation
21: Electrical resistivity anomalies applied to describing microstructure change for cemented-soil
22: Effects of wedge angle on the ductile failure and the distribution of microcracks for indentation tests on rock-like material
23: Coarse granular soil state-dependent constitutive model considered micromechanics alteration
24: Investigation on mechanical properties and constitutive model of lime-fly ash loess
25: Micromechanical model of concrete under water lateral confinement
26: Experimental studies on microstructure and collapsibility behavior of unsaturated loess
27: Centrifuge modeling for wave loading on a cylindrical breakwater
28: Investigation on elasto-plastic consolidation question based on numerical modeling method
29: Stress-strain behavior of remoulded cement-treated Singapore marine clay
30: Shear properties of waste tire-bottom ash mixture with various particle sizes of waste tire
31: A constitutive model for unsaturated natural soils
32: Failure criterion of cross-anisotropic soils with the method of macro-micro incorporation
33: Relation between suction changes in compacted soils and evolution of micro-structure during compression
34: Experimental study on evolution of meso-structure of intact Q2 loess during wetting
35: Elastic waves in salt-cemented granular soils
36: Characteristics of pumice particle using X-ray CT scanning
37: Full-grade concrete strength under long-term sustained loading
38: Design and verification of portable direct shear tester for colluvium
39: Micro and macro approaches for characterization of porosity depending on the weathering degree
40: A new insight of 3-D microfabric analysis of unconsolidated marine sediments: Examples from north atlantic 300-meter long cores
41: Probability of damage to archaeological inclusions in a sandy matrix
42: Change of instantaneous strength of rock in uniaxial compressive creep test
43: Study on model of coupled behavior of consolidation and creep for soil
44: Support vector machine model for the relationship between physico-mechanical indexes and micro structure parameters of soft soil
45: Study on micromechanism, physical and mechanical indexes of swamp soil
46: Influence of obstacle angle on granular flow
47: Variational inequality formulation of discontinuous deformation analysis
48: Natural shear strength for municipal solid waste
49: Study on microstructure characteristics and compaction effects of IS S-re info reed red clay
50: Study on physical and chemical characteristics of mortar specimens subjected to hydrochloric acid attack
51: Micro-structure analysis of dynamic replacement with riprapping and removing silt
52: An ellipse failure model for lightweight aggregate concrete
53: Test and study the microstructure of polluted soil by acid and alkali in laboratory
54: Analytical solutions for stresses and displacements of cylindrical cavity expansion based on extended SMP criterion
55: Rock matrix-fractured media model for heterogeneous and fractured coal bed
56: An elasto-plastic model for aggregates considering particle crushing
57: Localization of concrete fatigue defects in concrete CT images based on fractal theory
58: Experimental study on wave-induced liquefaction in sandy silt seabed
59: Analyzing the evolution of grains and contacts in sand under load
60: Research on deep clay high pressure triaxial unloading and structural constitutive model
61: Modified Mohr-Coulomb failure criterion: Taking influence of unloading rate into consideration
62: Testing study of relation between temperature and electrical resistivity of sedimentary rock
63: Arch shapes and principal stress trajectories in planar heap of dry sand
64: Numerical simulation on the effect of filled granule shape on fracture seepage
65: Micro mechanics study of granular soil based on the confined compression tests
66: Quantifying soil micro-structure using fractals under dynamic replacement with rip rapping and removing silt
67: Experimental research on Poisson's ratio of sandy soil
68: Experimental study on evolution of meso-structure of intact Q2 loess during loading
69: Photoelastic study of force chains
70: Microscale parameters variation in biaxial tests
71: Effect factor of mechanical properties of cement stabilized grain as road base material
72: A micromechanically-based approach to failure strength for anisotropic geomaterials
73: Numerical simulation of end restraint effects on triaxial strength of soil
74: Analysis on capabilities of stress path of HCA to simulate the principal stress rotation under dynamic confining pressure
75: Study of scale effect on creep deformation of rockfill
76: The role of microstructure in the water-induced mechanics behavior of Guangzhou red soils
Part II: Discrete element modeling
77: Evolution of swelling pressure of cohesive-frictional, rough and elasto-plastic granulates
78: A micromechanical approach to describe internal erosion effects in soils
79: Effect of particle size ratio on shear strength of dense binary mixtures
80: Bimodal character of induced anisotropy in granular materials under undrained shear
81: Aging effects on the stiffness anisotropy in sands
82: DEM simulation of two main influence factors on stress release in tunnel excavation in noncohesive granular material
83: Discrete and continuum modeling of sand flow experiment
84: Steady state strength behavior of a particulate-solid interphase system
85: DEM analysis of an inclining rigid retaining wall subjected to translation movement mode
86: A comparison between DDA and DEM in numerical simulations of earthquake induced landslides
87: Mapping deformation during CPT in a virtual calibration chamber
88: PFC3D simulation research on vibrating compaction test of soil and rock aggregate mixture
89: Micromechanical investigation on the influence of cyclic loading history on small strain shear modulus of granular soils
90: Three-dimensional DEM simulations on pile installation
91: The role of particle breakage on the shear behaviour of coarse granular materials: A micromechanical investigation
92: Sand dilatancy and internal structure
93: Micromechanical characterization and prediction of undrained response from drained triaxial shear tests in granular media under monotonic loading: Simulations using PFC3D
94: Sand meso analysis and numerical simulation
95: Mesoscopic study on the mechanics of geosynthetic reinforced slope
96: Numerical simulation of micro-mechanism of saturated sand liquefaction
97: A discrete numerical approach for modelling face stability in slurry shield tunnelling
98: Discrete element method for analysis of supporting force for EPB shield in dry sand
99: Numerical investigation of the fracture characteristics of rock under normal wedge indentation tests
100: Effects of lateral opening angle on ore-drawing in pillarless sublevel caving based on PFC2D
101: Mesoscopic numerical simulation of acoustic emission experiments in rock failure
102: Macro-response of rock mechanics behavior affected by its micro-parameters
103: Micro-scale mechanism of liquefaction of saturated granular soils
104: Meso-mechanical simulation of fracture grouting under fluid-solid coupling environment
105: The influence of geogrid aperture size on the behavior of reinforced granular bases
106: Application of 3D-DEM with seepage analysis to numerical simulation of rainfall-induced slope failure
107: Application of DEM in design of big tunnels in rocks at relatively shallow depth
108: A new fracture and abrasion model of unbound granular materials using the discrete element method
109: Microstructure changes of granular materials with different overcompression ratios under biaxial compression
110: DEM simulations of push-up load tests of sand plugs in steel pipe pile
111: One dimensional compression of gap-graded mixtures in DEM
112: Study on the relationship between stress and fabric for unsaturated granular soils
113: Capillary force and microscale deformation of polydisperse wet granular materials
114: Numerical studies on the effect of grain crushing of idealized granular assemblies
115: Microstructural analysis of Shanghai remolded clay during one-dimensional consolidation test
Volume 2
Part III: Engineering applications
146: Numerical integration for probabilistic consolidation based on Biot consolidation FEM
147: Analyzing and studying of the factors for determining neutral point position of fully grouted rock bolt
148: Buckling analysis of piles by considering the power function distribution of subgrade reaction coefficient
149: Performance study on three methods for landslide thrust
150: Comparison of explicit and implicit finite element methods with parallel computing for seismic response analysis of subway underground structure
151: Numerical modeling on successive failure process of rock slopes caused by river erosion
152: Research on buckling and post-buckling behavior for roof strata in longwall mining
153: Stability analysis of jointed slope based on smeared crack model
154: Nonlinear numerical analysis on behavior of pile in lateral spreading of liquefied ground
155: Experimental study on influence of foundation pit dewatering on soil permeability
156: Characteristics of displacements and stress in surrounding rock and back analysis of displacement of underground powerhouse at Xilongchi storage power station
157: A new rotary penetration sounding device and its testing method
158: Study on evaluation of slope stability with shear strength reduction by FEM
159: Application of FLAC3D to the construction process of crossing structure
160: Analysis on the energy response of subway station structure under ground motion
161: Effects of underground water on deformation and stress of foundation pit and its support structure by FEM
162: Comprehensive evaluation on mechanical environment of rockmass in high-steep slopes
163: On method of bearing capacity of soft rock ground based on in-situ load test
164: Analysis of the effects of dynamic compaction to natural sedimentary clay in low mountain valley area
165: Soil mass stability analysis of circular unlined loess tunnel under earthquake action
166: Study on changes of strength and deformation characteristics of the soil nailing excavation
167: Risk assessment and the damping measures of the tunnel transfixion section using drilling and blasting construction method
168: Analysis on saturated 8i unsaturated soils seepage of yellow river embankment reinforced by cut-off wa I Is
169: In-situ test and numerical simulation of ground freezing for the cross passage
170: Deterioration of actual railway tunnel lining in southwest China: Geotechnical, material 8c structural
171: Studies on durability and bearing capacity of FRP anchor
172: Shakedown analysis of layered pavement under traffic load
173: Analysis on the stress and deformation of Feilaixia earth dam
174: Numerical simulation research of composite soil nailing wall on dry dock wall

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