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Installation effects in geotechnical engineering :
详细信息    Installation effects in geotechnical engineering :
  • 出版日期:c2013.
  • 出版者:CRC Press,
  • 页数:xiii, 61 p. ;
  • 出版地:Leiden, The Netherlands :
  • 第一责任说明:editors, Michael A. Hicks ...[et al.].
  • 尺寸:26 cm. +
  • 分类号:a470.8
  • ISBN:978-1-138-00041-4(hdk.) :
MARC全文
02h0041073 20140716171913.0 131011s2013 ne frb |101|||eng | 978-1-138-00041-4(hdk.) : CNY683.00 AU@ eng AU@ OCLCO ; YDXCP ; BWX ; BTCTA ; CNNGL anuc TA703.5 .I58 2013 624.1/51 23 a470.8 International Conference on Installation Effects in Geotechnical Engineering (2013 : Rotterdam, Netherlands) Installation effects in geotechnical engineering : proceedings of the International Conference on Installation Effects in Geotechnical Engineering, Rotterdam, the Netherlands, 24-27 March 2013 / editors, Michael A. Hicks ...[et al.]. Leiden, The Netherlands : CRC Press, c2013. aLeiden, The Netherlands bCRC Press/Balkema, c[2013] xiii, 61 p. ; 26 cm. + 1 CD-ROM (call no.:CD00002059) Includes bibliographical references and index. Machine generated contents note: Computational methods -- Large deformation analysis of cone penetration testing in undrained clay / P.A. Vermeer -- Adaptive Mesh Refinement for strain-softening materials in geomechanics / M.A. Hicks -- A dynamic material point method for geomechanics / P.A. Vermeer -- Pile penetration simulation with Material Point Method / R.B.J. Brinkgreve -- Coupling triangular plate and volume elements in analysis of geotechnical problems / A. Rohe -- Fracture growth in heterogeneous geomaterials / J.D. Nuttall -- Constitutive modelling -- Modelling rate-dependent behaviour of structured clays / P.G. Bonnier -- FEM simulation of large vertical deformations caused by land subsidence and verification of the results by using radar interferometry techniques / S. Moretti -- Numerical modeling of fracturing in soil mix material / B. Lameire -- A 3D practical constitutive model for predicting seismic liquefaction in sands / R.B.J. Brinkgreve -- ; Contents note continued: Comparison of two anisotropic creep models at element level / P.G. Bonnier -- Installation effects -- Displacement pile installation effects in sand / A.F. van Tol -- Cyclic jacking of piles in silt and sand / Y. Ishihara -- Influence of installation procedures on the response of capacitance water content sensors / C. Jommi -- The load capacity of driven cast in-situ piles derived from installation parameters / D. Egan -- On the numerical modelling and incorporation of installation effects of jacked piles: A practical approach / A.F. van Tol -- Analytical and laboratory study of soil disturbance caused by mandrel driven prefabricated vertical drains / A. Ghandeharioon -- CEL: Simulations for soil plugging, screwed pile installation and deep vibration compaction / T. Hamann -- Towards a framework for the prediction of installation rate effects / M.J. Brown -- Rate dependent shear strength of silt at low stresses / J. Dijkstra -- ; Contents note continued: Control of excess pore pressure development during pile installations in soft sensitive clay / F. Oset -- Seabed pipelines: The influence of installation effects / D.J. White -- Offshore construction and foundations -- LDFE analysis of installation effects for offshore anchors and foundations / H.D.V. Khoa -- Investigation into the effect of pile installation on cyclic lateral capacity of monopiles / J. Dijkstra -- Development of a coupled FEM-MPM approach to model a 3D membrane with an application of releasing geocontainer from barge / P.A. Vermeer -- Leg penetration assessments for self-elevating tubular leg units in sand over clay conditions / V. Meyer -- Investigating the scales of fluctuation of an artificial sand island / J.D. Nuttall -- Soil improvement -- Volume averaging technique in numerical modelling of floating deep mixed columns in soft soils / M. Karstunen -- ; Contents note continued: Comparison between theoretical procedures and field test results for the evaluation of installation effects of vibro-stone columns / W. Wehr -- Numerical analyses of stone column installation in Bothkennar clay / C. Sagaseta -- Execution of Springsol?deep mixed columns: Field trials / L. Prieto -- A method of modelling stone column installation for use in conjunction with unit cell analyses / B.A. McCabe -- Cement grout filtration in non-cohesive soils / T. Benz -- The undrained cohesion of the soil as a criterion for column installation with a depth vibrator / J. Wehr -- Soil-structure interaction -- Modeling of rock fall impact using Discrete Element Method (DEM) / R. Ebeltoft -- Investigation into the factors affecting the shaft resistance of driven piles in sands / L. Kirwan -- ; Contents note continued: Monitoring and risk assessment in EPB TBM's in urban environments: High speed railway tunnel Sants-Sagrera running next to Sagrada Familia Basilica (World Heritage) / J. Gomez Cabrera -- Effect of roughness on keying of plate anchors / C. Gaudin. Installation effects in geotechnical engineering contains the proceedings of the International Conference on Installation Effects in Geotechnical Engineering (Rotterdam, The Netherlands, 24-27 March 2013), the closing conference of GEO-INSTALL (FP7/2007-2013, PIAG-GA-2009-230638), an Industry-Academia Pathways and Partnerships project funded by the European Community from the 7th Framework Programme. Infrastructure construction involves the installation of structural elements, such as piles and various ground improvement techniques for soils and rocks. The installation process itself can be quasi-static (for example jacked piles) or dynamic (vibratory methods, such as stone columns and driven piles), and generally involves very large deformations and changes in pore pressure. The fact that natural soils are complex geomaterials, exhibiting structure and rate-dependent behaviour, makes analysis of such problems yet more challenging. In particular, the influence of installation on key design parameters, such as mobilised strength at the soilstructure interface and soil stiffness, is difficult to quantify and, as yet, impossible to model. Numerical analyses using the standard Finite Element Method (FEM) are unable to produce accurate descriptions of large deformation problems due to excessive mesh distortions and novel techniques need to be developed. Installation effects in geotechnical engineering presents the latest developments in monitoring, analysing and managing installation effects in geotechnical engineering, and covers aspects ranging from large deformation modelling to real field applications. Topics include: computational methods, constitutive modelling, installation effects, offshore constructions and foundations, soil improvement, and soil-structure interaction. The book is aimed at academics, researchers and practitioners in geotechnical engineering and geomechanics, and at practicing civil engineers. Engineering geology Congresses. aHicks, M. A. ; q(Michael A.) aCN b010001 010001 EB00073872 470.8 In8in lxl1306 h1 ; rCNY683.00

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