Balıkesir Üniversitesi
Kütüphane ve Dokümantasyon Daire Başkanlığı

Geomechanics and geotechnics : (Kayıt no. 28029)

MARC ayrıntıları
000 -LEADER
fixed length control field 16250nam a2200421 i 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 100914s2010 flu 100 0 eng
015 ## - NATIONAL BIBLIOGRAPHY NUMBER
National bibliography number GBB0B4715
Source bnb
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9780415612951
Qualifying information (hardback)
International Standard Book Number 0415612950
Qualifying information (hardback)
040 ## - CATALOGING SOURCE
Original cataloging agency UKM
Transcribing agency UKM
Modifying agency BTCTA
-- YDXCP
-- AKR
049 ## - LOCAL HOLDINGS (OCLC)
Holding library BAUN_MERKEZ
050 04 - LIBRARY OF CONGRESS CALL NUMBER
Classification number TA710
Item number .I574 2010
082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER
Edition number 22
111 2# - MAIN ENTRY--MEETING NAME
Meeting name or jurisdiction name as entry element International Symposium on Geomechanics and Geotechnics - from Micro to Macro
Date of meeting (2010 :
Location of meeting Shanghai, China)
245 10 - TITLE STATEMENT
Title Geomechanics and geotechnics :
Remainder of title from micro to macro /
Statement of responsibility, etc editors: Mingjing Jiang and Fang Liu, Malcolm Bolton
264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE
Place of production, publication, distribution, manufacture Boca Raton, Fla. :
Name of producer, publisher, distributor, manufacturer CRC ;
Date of production, publication, distribution, manufacture, or copyright notice [2011]
Place of production, publication, distribution, manufacture London :
Name of producer, publisher, distributor, manufacturer Taylor and Francis [distributor],
Date of production, publication, distribution, manufacture, or copyright notice [2011]
Date of production, publication, distribution, manufacture, or copyright notice ©2011
300 ## - PHYSICAL DESCRIPTION
Extent 2 volume (xxiii, 1191 pages) :
Other physical details illustrations ;
Dimensions 26 cm
336 ## - CONTENT TYPE
Content Type Term text
Content Type Code txt
Source rdacontent
337 ## - MEDIA TYPE
Media Type Term unmediated
Media Type Code unmediated
Source rdamedia
338 ## - CARRIER TYPE
Carrier Type Term volume
Carrier Type Code volume
Source rdacarrier
500 ## - GENERAL NOTE
General note "Proceedings of the International Symposium on Geomechanics and Geotechnics - from Micro to Macro (IS Shanghai 2010), Shanghai, China, 10-12 October 2010"--T.p
General note "A Balkema book"--T.p
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc Includes bibliographical references and index
505 00 - FORMATTED CONTENTS NOTE
Title Contents
-- Preface
-- International advisory committee
-- International academic committee
-- Local organizing committee
-- Panel of reviewers
Miscellaneous information Volume 1
Title Part I Micro and Macro characterization
-- Experimental investigation on micro-contact laws of granules bonded with cement
Statement of responsibility / Y. Sun
Title A strees-strain modeling approach for soils: From micro to macro
Statement of responsibility / C.S. Chang
Title Multiscale modeling and characterization of granular matter: From grain kinematics to continuum mechanics
Statement of responsibility / J. Andrade
Title Micro-morphological changes in granular soils
Statement of responsibility / M.R. Coop
Title A microstructure-based constitutive model for the hydro-mechanical coupling in compacted clay/sand mixtures
Statement of responsibility / P. Delage
Title Shear failure development in compacted bentonite specimens
Statement of responsibility / F. Oka
Title Measurements of local distortion in shear deformed granular material
Statement of responsibility / H. Kunizawa
Title Modeling of unsaturated soil considering the effect of saturation directly
Statement of responsibility / T. Kariya
Title Micromechanical modeling for cyclic behavior of sand
Statement of responsibility / P.-Y. Hicher
Title Analytical and numerical solutions to bifurcation in three-dimensional stresses
Statement of responsibility / W. Zhen
Title The structure characteristics of unsaturated expansive soils
Statement of responsibility / F. Wang
Title A microstructure-based numerical simulation of visco-elastic properties of asphalt concrete with Semi-Circular Bending test
Statement of responsibility / F. Feng
Title Degradation effects at microstructural scale and their consequences on macroscopic behaviour of a slightly weathered siltstone
Statement of responsibility / E.E. Alonso
Title Studies on the distrubed state concept constitutive model of the rockfill materials
Statement of responsibility / H. Xu
Title Test analysis on mechanical properties of soil cement mixtures
Statement of responsibility / G. Long
Title The experimental study on the response pattern of wave-induced pore pressure on sandy bed
Statement of responsibility / B. Vu
Title Quadric surface approximation of failure criteria for granular materials in plane problem
Statement of responsibility / K. Kumagai
Title The effects of particle friction and crushing on macro-mechanical behavior of granular materials
Statement of responsibility / Y. Xu
Title Consideration of the compressibility of soil mixed with deformable particles---classification of the compressive components by using rod-stack model tests
Statement of responsibility / Y. Maski
Title Effect of consolidation ratio on high relative density silt under cyclic principal stress rotation
Statement of responsibility / H. Liu
Title Electrical resistivity anomalies appliied to describing microstructure change for cemented-soil
Statement of responsibility / Z. Qi
Title Effects of wedge angle on the ductile failure and the distribution of microcracks for indentation tests on rock-like material
Statement of responsibility / Y.S. Lin
Title Coarse granular soil state-dependent constitutive model considered micromechanics alteration
Statement of responsibility / S.-C. Chi
Title Investigation on mechanical properties and constitutive model of lime-fly ash loess
Statement of responsibility / J. Zhao
Title Micromechanical model of concrete under water lateral confinement
Statement of responsibility / X. Li
Title Experimental studies on microstructure and collapsibility behavior of unsaturated loess
Statement of responsibility / Q. Yang
Title Centrifuge modeling for wave loading on a cylindrical breakwater
Statement of responsibility / Y. Wang
Title Investigation on elasto-plastic consolidation question based on numerical modeling method
Statement of responsibility / K. Yan
Title Shear properties of waste tire-bottom ash mixture with various particle size of waste tire
Statement of responsibility / K.Y. Jo
Title A constitutive model for unsaturated natural soils
Statement of responsibility / Y. Liu
Title Failure criterion of cross-anisotropic soils with the method of macro-micro incorporation
Statement of responsibility / L. Kong
Title Relation between suction changes in compacted soils and evolution of micro-structure during compression
Statement of responsibility / G. Richard
Title Experimental study on evolution of meso-structure of intact Q2 loess during wetting
Statement of responsibility / Z. Zhou
Title Elastic waves in salt-cemented granular soils
Statement of responsibility / J.-S. Lee
Title Characteristics of pumice particle using X-ray CT scanning
Statement of responsibility / M.J. Pender
Title Full-grade concrete strength under long-term sustained loading
Statement of responsibility / W.W. Li
Title Design and verification of portable direct shear tester for colluvium
Statement of responsibility / Y.W. Lin
Title Micro and macro approaches for characterization of porosity depending on the weathering degree
Statement of responsibility / K.-I. Song
Title A new insight of 3-D microfabric analysis of unconsolidated marine sediments: Examples from north atlantic 300-meter long cores
Statement of responsibility / K. Kawamura
Title Probability of damage to archaeological inclusions in a sandy matrix
Statement of responsibility / L.A. Howie
Title Change of instantaneous strength of rock in uniaxial compressive creep test
Statement of responsibility / X. Cui
Title Study on model of coupled behavior of consolidation and creep for soil
Statement of responsibility / J. Lei
Title Support vector machine model for the relationship between physico-mechanical indexes and microstructure parameters of soft soil
Statement of responsibility / Z. Li
Title Study on micromechanism, physical and mechanical indexes of swamp soil
Statement of responsibility / H. Tang
Title Influence of obstacle angle on granular flow
Statement of responsibility / X. Liu
Title Variational inequality formulation of discontinuous deformation analysis
Statement of responsibility / H. Zheng
Title Natural shear strength for municipal solid waste
Statement of responsibility / Y. Chen
Title Study on microstructure characteristics and compaction effects of ISS-reinforced red clay
Statement of responsibility / Y. Wu
Title Study on physical and chemical characteristics of mortar specimens subjected to hydrochloric acid attack
Statement of responsibility / Y. Yao
Title Micro-structure analysis of dynamic replacement with riprapping and removing silt
Statement of responsibility / C. Zhu
Title An ellipse failure model for lightweight aggregate concrete
Statement of responsibility / W. Wang
Title Test and study the microstructure of polluted soil by acid and alkali in laboratory
Statement of responsibility / G. Yang
Title Analytical solutions for stresses and displacements of cylindrical cavity expansion based on extended SMP criterion
Statement of responsibility / X. Yang
Title Rock matrix-fractured media model for heterogeneous and fractured coal bed
Statement of responsibility / C. Zhang
Title An elasto-plastic model for aggregates considering particle crushing
Statement of responsibility / M. Huang
Title Localization of concrete fatigue defects in concrete CT images based on fractal theory
Statement of responsibility / L. Wen
Title Experimental study on wave-induced liquefaction in sandy silt seabed
Statement of responsibility / J. Zhong
Title Analyzing the evolution of grains and contacts in sand under load
Statement of responsibility / P. Besuelle
Title Research on deep clay high pressure triaxial unloading and structural constitutive model
Statement of responsibility / W. Wang
Title Modified Mohr-Coulomb failure criterion: Taking influence of unloading rate into consideration
Statement of responsibility / W. Li
Title Testing study of relation between temperature and electrical resistivity of sedimentary rock
Statement of responsibility / C. Zeng
Title Arch shapes and principal stress trajectories in planar heap of dry sand
Statement of responsibility / T. Pipatpongsa
Title Numerical simulation on the effect of filled granule shape on fracture seepage
Statement of responsibility / A. Nakayama
Title Micro mechanics study of granular soil based on the confined compression tests
Statement of responsibility / H. Zhang
Title Quantifying soil micro-structure using fractals under dynamic replacement with rip rapping and removing silt
Statement of responsibility / W. Chen
Title Experimental research on Poisson's ratio of sandy soil
Statement of responsibility / Z. Fan
Title Experimental study on evolution of meso-structure of intact Q2 loess during loading
Statement of responsibility / Z. Zhou
Title Photoelastic study of force chains
Statement of responsibility / Z. Bi
Title Microscale parameters variation in biaxial tests
Statement of responsibility / F. Jin
Title Effect factor of mechanical properties of cement stabilized grain as road base material
Statement of responsibility / H. Zhang
Title A micromechanically-based approach to failure strength for anisotropic geomaterials
Statement of responsibility / M. Huang
Title Numerical simulation of end restraint effects on triaxial strength of soil
Statement of responsibility / Z. Hang
Title Analysis on capabilities of stress path of HCA to simulate the principal stress rotation under dynamic confining pressure
Statement of responsibility / G. Chen
Title Study of scale effect on creep deformation of rockfill
Statement of responsibility / C. Zhou
Title The role of microstructure in the water-induced mechanics behavior of Guangzhou red soils
Statement of responsibility / L. Tao
Title Part II Discrete element modeling
-- Evolution of swelling pressure of cohesive-frictional, rough and elasto-plastic granulates
Statement of responsibility / E. Bauer
Title A micromechanical approach to describe internal erosion effects in soils
Statement of responsibility / L. Sibille
Title Effect of particle size ratio on shear strength of dense binary mixtures
Statement of responsibility / Y. Yamada
Title Bimodal character of induced anisotropy in granular materials under undrained shear
Statement of responsibility / J. Zhao
Title Aging effects on the stiffness anisotropy in sands
Statement of responsibility / Y. Wang
Title DEM simulation of two main influence factors on stress release in tunnel excavation in noncohesive granular material
Statement of responsibility / S. Zhou
Title Discrete and continuum modeling of sand flow experiment
Statement of responsibility / K.
Title Oda
-- Steady state strength behavior of a particulate-solid interphase system
Statement of responsibility / J. Wang
Title DEM analysis of an inclining rigid retaining wall subjected to translation movement mode
Statement of responsibility / M. Jiang
Title A comparison between DDA and DEM in numerical simulations of earthquake induced landslides
Statement of responsibility / K. Zen
Title Mapping deformation during CPT in a virtual calibration chamber
Statement of responsibility / A. Gens
Title PFC3D simulation research on vibrating compaction test of soil and rock aggregate mixture
Statement of responsibility / H. Chai
Title Micromechanical investigation on the influence of cyclic loading history on small strain shear modulus of granular soils
Statement of responsibility / Y. Chen
Title Three-dimensional DEM simulations on pile installation
Statement of responsibility / Y. Wang
Title The role of particle breakage on the shear behaviour of coarse granular materials: A micromechanical investigation
Statement of responsibility / B. Indraratna
Title Sand dilatancy and internal structure
Statement of responsibility / X.-S. Li
Title Micromechanical characterization and prediction of undrained response from drained triaxial shear tests in granular media under monotonic loading: Simulations using PFC3D
Statement of responsibility / S. Thallak
Title Sand meso analysis and numerical simulation
Statement of responsibility / B. Gao
Title Mesoscopic study on the mechanics of geosynthetic reinforced slope
Statement of responsibility / X. Kong
Title Numerical simulation of micro-mechanism of saturated sand liquefaction
Statement of responsibility / M. Jia
Title A discrete numerical approach for modelling face stability in slurry shield tunnelling
Statement of responsibility / Z. Zhang
Title Discrete element method for analysis of supporting force for EPB shield in dry sand
Statement of responsibility / Y. Chen
Title Numerical investigation of the fracture characteristics of rock under normal wedge indentation tests
Statement of responsibility / Y.-C. Chen
Title Effects of lateral opening angle on ore-drawing in pillarless sublevel caving based on PFC2D
Statement of responsibility / X. Liu
Title Mesoscopic numerical simulation of acoustic emission experiments in rock failure
Statement of responsibility / Q. Ma
Title Macro-response of rock mechanics behavior affected by its micro-parameters
Statement of responsibility / S. Wang
Title Micro-scale mechanism of liquefaction of saturated granular soils
Statement of responsibility / Y. Liu
Title Meso-mechanical simulation of fracture grouting under fluid-solid coupling environment
Statement of responsibility / P. Li
Title The influence of geogrid aperture size on the behavior of reinforced granular bases
Statement of responsibility / A. Bhandari
Title Application of 3D-DEM with seepage analysis to numerical simulation of rainfall-induced slope failure
Statement of responsibility / S. Miura
Title Application of DEM in design of big tunnels in rocks at relatively shallow depth
Statement of responsibility / E. Ghee
Title A new fracture and abrasion model of unbound granular materials using the discrete element method
Statement of responsibility / B. Caicedo
Title Microstructure changes of granular materials with different overcompression ratios under biaxial compression
Statement of responsibility / M. Liu
Title DEM simulations of push-up load tests of sand plugs in steel pipe pile
Statement of responsibility / S. Kobayashi
Title One dimensional compression of gap-graded mixtures in DEM
Statement of responsibility / Y.P. Cheng
Title Study on the relationship between stress and fabric for unsaturated granular soils
Statement of responsibility / C. Zhao
Title Capillary force and microscale deformation of polydisperse wet granular materials
Statement of responsibility / H. Zhang
Title Numerical studies on the effect of grain crushing of idealized granular assemblies
Statement of responsibility / F. Sun
Title Microstructural analysis of Shanghai remolded clay during one-dimensional consolidation test
Statement of responsibility / D.M. Zhang
Title Author index
Miscellaneous information Volume 2
Title Part III Engineering applications
-- Deformation of the seabed due to exploitation of methane hydrate reservoir
Statement of responsibility / N. Yoshimoto
Title Shear strength regain of clayey landslides and remedial works
Statement of responsibility / P. Fabrizio
Title The parametric study on stability of the landslide induced by water in the Three Gorges Reservoir Area
Statement of responsibility / J. Huang
Title Finite element analysis of some factors affecting piezocone penetration test (CPTU) in clays
Statement of responsibility / G. Du
Title Steady state permeability profiles surrounding penetrating piles in crushable granular media
Statement of responsibility / I. Einav
Title The effects of long-term thermal load on lining stability
Statement of responsibility / R. Vasicek
Title The three-dimension saturated-unsaturated seepage analysis under atomized rain of hydropower project with high slope
Statement of responsibility / W. Xu
Title A physically based SLIDE model for landslide hazard assessments using remotely sensed data sets
Statement of responsibility / D. Bach
Title Behavior of ring foundations on very dense cemented sands
Statement of responsibility / N.F. Ismael
Title Numerical analysis of balled wedge pile groups under uplift load
Statement of responsibility / R.Y. Liang
Title Finite element analysis on construction spatial effect of small spacing tunnel with large section
Statement of responsibility / C. Xia
Title Rutting prediction of asphalt pavement based on the vehicle-pavement coupled dynamic load
Statement of responsibility / M. Qin
Title Deformation mechanism and support measures for stress-induced cracked rock mass of deep coal mine roadway
Statement of responsibility / P. Su
Title Application of an implicit and explicit integration rules
Statement of responsibility / Y. Yang
Title Investigation of dredge fill sedimentary process with indoor test
Statement of responsibility / Q. Meng
Title Damage evaluation for rock mass through fractal dimension of joint fissures network
Statement of responsibility / C. Yang
Title Mechanism of Tangjiashan landslide and stability assessment of the slide dam
Statement of responsibility / H. Qian
Title In-situ liquefaction evaluation using CPT
Statement of responsibility / L. Qiao
Title Slope stability analysis based on Hoek-Brown non-linear failure model
Statement of responsibility / J. Jiang
Title Numerical simulation and safety analysis for tunnel excavation near gob with groundwater
Statement of responsibility / Z. Tan
Title Nonlinear FEM analysis on the landslide stability and treatments at the portal of Wangkeng tunnel
Statement of responsibility / B. Tu
Title Numerical analysis for a slope reinforced with one row of piles
Statement of responsibility / S. Sun
Title Fracture of a slope by percolating
Statement of responsibility / X. Chen
Title Stability analysis of high and steep slope considering excavation unloading effect
Statement of responsibility / Q. Huang
Title Studies on horizontal bearing behavior of branch pile
Statement of responsibility / F. Meng
Title Study about influence of disk quantity on the uplifted performance of disk-pile
Statement of responsibility / C. Lu
Title The analysis of nonlinear porous flow in the soft consolidation
Statement of responsibility / S. Zhu
Title The research of creep model for the slide zone soil of Gushubao landslide
Statement of responsibility / S. Wang
Title Red soil microstructure and its foam-modified properties for metro shield tunneling engineering in Southern China
Statement of responsibility / T. Li
Title Determination of the excavation-disturbed zone and corresponding stability coefficient of surrounding rock or soil in tunnel engineering by applying the finite element method
Statement of responsibility / S. Xiao
Title Numerical integration for probabilistic consolidation based on Biot consolidation FEM
Statement of responsibility / Q. Yue
Title Analyzing and studying of the factors for determining neutral point position of fully grouted rock bolt
Statement of responsibility / X. Zhu
Title Buckling analysis of piles by considering the power function distribution of subgrade reaction coefficient
Statement of responsibility / X. Yang
Title Performance study on three methods for landslide thrust
Statement of responsibility / J. Cheng
Title Comparison of explicit and implicit finite element methods with parallel computing for seismic response analysis of subway underground structure
Statement of responsibility / Y. Dai
Title Numerical modeling on successive failure process of rock slopes caused by river erosion
Statement of responsibility / H. Wu
Title Research on buckling and post-buckling behavior for roof strata in longwall mining
Statement of responsibility / Z. Yang
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name as entry element Soil mechanics
Topical term or geographic name as entry element Soil mechanics
Form subdivision Congresses
Topical term or geographic name as entry element Soil mechanics
General subdivision Mathematical models
Form subdivision Congresses
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Jiang, Mingjing
Personal name Liu, Fang
Personal name Bolton, Malcolm
263 ## - PROJECTED PUBLICATION DATE
Projected publication date 201009
900 ## - EQUIVALENCE OR CROSS-REFERENCE-PERSONAL NAME [LOCAL, CANADA]
Personal Name 31302 31303
Numeration satın
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Library of Congress Classification
Koha item type Kitap
Mevcut
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Collection code Home library Current library Shelving location Date acquired Source of acquisition Cost, normal purchase price Inventory number Full call number Barcode Date last seen Copy number Price effective from Koha item type
    Library of Congress Classification     Non-fiction Mehmet Akif Ersoy Merkez Kütüphanesi Mehmet Akif Ersoy Merkez Kütüphanesi Genel Koleksiyon 13/09/2011 Satın Alma 251.38 255.07.02.01.06- TA710 .I574 2010 031302 22/12/2015 c.1 11/01/2015 Kitap
    Library of Congress Classification     Non-fiction Mehmet Akif Ersoy Merkez Kütüphanesi Mehmet Akif Ersoy Merkez Kütüphanesi Genel Koleksiyon 13/09/2011 Satın Alma 251.38 255.07.02.01.06- TA710 .I574 2010 031303 22/12/2015 c.2 11/01/2015 Kitap
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