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Author : Kenji Mori,Harry Bolton Seed,Clarence K. Chan
Publisher : Unknown
Page : 58 pages
File Size : 40,7 Mb
Release : 1977
Category : Sand
ISBN : UOM:39015086543090
Author : Kenji Mori,Harry Bolton Seed,Clarence K. Chan
Publisher : Unknown
Page : 0 pages
File Size : 40,8 Mb
Release : 1977
Category : Sand
ISBN : OCLC:1045186437
One of the major developments in the evaluation of the liquefaction characteristics of sand deposits has been the recognition that these properties are influenced not only by the density of the deposit but also by such factors as the structure of the sand grains, the seismic history of the deposit, the coefficient of lateral earth pressure for the in-situ conditions, and the age of the deposit. Accordingly it is necessary to obtain and test truly undisturbed and representative samples if meaningful evaluation of in-situ performance are to be made on the basis of laboratory tests. This report presents the results of a study of sample disturbance during extraction and handling on the liquefaction characteristics of a sand having an artificially induced increased resistance to liquefaction due to the application of a prescribed prior strain history. It is shown that the effects of this strain history are for practical purposes obliterated by the sampling and handling procedure and suggestions are made for assessing the significance of such effects in the practical evaluation of laboratory test results. (Author).
Author : Anonim
Publisher : Unknown
Page : 1568 pages
File Size : 52,7 Mb
Release : 1979
Category : Government publications
ISBN : UIUC:30112063912718
Author : Masayuki Hyodo,Hidekazu Murata,Yukio Nakata
Publisher : CRC Press
Page : 538 pages
File Size : 49,9 Mb
Release : 2017-12-14
Category : Science
ISBN : 9781351377102
Microscopic re-examination of geomaterials consisting of aggregates can shed light on macroscopic behaviour, including compressibility, anisotropy, yielding, creep, cyclic liquefaction and shear rupture. As a result of this process of examination, new methods of material characterization emerge, leading to a greater degree of accuracy in the specification of new constitutive models with physically-meaningful parameters. The impetus behind this development is an increasing awareness on sustainability, leading to the more efficient use of recycled materials for geotechnical applications. The characteristics of recycled materials, such as compressibility and self-hardening, may differ significantly from those of natural materials, and it is crucial that evaluation is made from a specifically particulate perspective.
Author : William Frederick Marcuson,Arley G. Franklin
Publisher : Unknown
Page : 32 pages
File Size : 46,8 Mb
Release : 1979
Category : Shear strength of soils
ISBN : UOM:39015094984153
Author : Anonim
Publisher : Unknown
Page : 1282 pages
File Size : 52,5 Mb
Release : 1979
Category : Government publications
ISBN : UCR:31210024274647
Author : U.S. Nuclear Regulatory Commission
Publisher : Unknown
Page : 108 pages
File Size : 47,6 Mb
Release : 1981
Category : Nuclear energy
ISBN : MINN:31951D008139995
Author : J.B. Martins
Publisher : Springer Science & Business Media
Page : 618 pages
File Size : 55,6 Mb
Release : 1982-09-30
Category : Science
ISBN : 9027714614
Proceedings of the NATO Advanced Study Institute, Braga, Portugal, August 24-September 4, 1981
Author : Anonim
Publisher : Unknown
Page : 892 pages
File Size : 54,5 Mb
Release : 1977
Category : Mechanics, Applied
ISBN : UIUC:30112008993179
Author : United States. Superintendent of Documents
Publisher : Unknown
Page : 1122 pages
File Size : 40,8 Mb
Release : 1968
Category : Government publications
ISBN : UCR:31210024274712
Author : U.S. Army Engineer Waterways Experiment Station
Publisher : Unknown
Page : 624 pages
File Size : 53,5 Mb
Release : 1980
Category : Hydraulic engineering
ISBN : UCSD:31822009744210
Author : Patrick M. Griffin,William N. Houston
Publisher : Unknown
Page : 368 pages
File Size : 49,8 Mb
Release : 1979
Category : Sand
ISBN : STANFORD:36105024171782
An experimental research program based on laboratory test studies and scaled slope model tests was conducted with specimens of Monterey No. 0 sand. The principal objective of the research was to study the effects of interactive coupling during combined compression (normal) and shear loading on the response of sands to dynamic loading. The research program included the following experimental studies: (1) Resonant Column tests on cylindrically shaped specimens using longitudinal and torsional excitation, both separately and in combination. (2) Thin-walled Hollow Cylinder tests using longitudinal and torsional cyclic excitation, both separately and in combination. (3) Large scale shaking table tests on slope models, using horizontal and vertical cyclic excitation, both separately and in combination. (Author).
Author : Claudio Giulio di Prisco,David Muir Wood
Publisher : Springer Science & Business Media
Page : 580 pages
File Size : 48,6 Mb
Release : 2012-03-02
Category : Science
ISBN : 9783709110683
T. Wichtmann, T. Triantafyllidis: Behaviour of granular soils under environmentally induced cyclic loads. - D. Muir Wood: Constitutive modelling. - C. di Prisco: Creep versus transient loading effects in geotechnical problems. - M. Pastor et al.: Mathematical models for transient, dynamic and cyclic problems in geotechnical engineering. - M. Pastor: Discretization techniques for transient, dynamics and cyclic problems in geotechnical engineering: first order hyperbolic partial diffential equations. - M. Pastor et l.: Discretization techniques for transient, dynamic and cyclic problems in geotechnical engineering: second order equation. - C. di Prisco: Cyclic mechanical response of rigid bodies interacting with sand strata. - D. Muir Wood: Macroelement modelling. - M. F. Randolph: Offshore design approaches and model tests for sub-failure cyclic loading of foundations. - M.F. Randolph: Cyclic interface shearing in sand and cemented solis and application to axial response of piles. - M. F. Randolph: Evaluation of the remoulded shear strength of offshore clays and application to pipline-soil and riser-soil interaction. The book gives a comprehensive description of the mechanical response of soils (granular and cohesive materials) under cyclic loading. It provides the geotechnical engineer with the theoretical and analytical tools necessary for the evaluation of settlements developng with time under cyclic, einvironmentally idncued loads (such as wave motion, wind actions, water table level variation) and their consequences for the serviceability and durability of structures such as the shallow or deep foundations used in offshore engineering, caisson beakwaters, ballast and airport pavements and also to interpret monitoring data, obtained from both natural and artificial slopes and earth embankments, for the purposes of risk assessment and mitigation.
Author : Robert T. Donaghe,Ronald C. Chaney,Marshall L. Silver
Publisher : ASTM International
Page : 896 pages
File Size : 47,8 Mb
Release : 1988
Category : Anisotropy
ISBN : 9780803109834
"Although the triaxial compression test is presently the most widely used procedure for determining strength and stress-deformation properties of soils, there have been no books published on triaxial testing since the 1962 second edition of the landmark work The Measurement of Soil Properties in the Triaxial Test by Bishop and Henkel. It is apparent there is a need to document advances made in triaxial testing since publication of Bishop and Henkel's book and to examine the current state of the art in a forum devoted solely to triaxial testing. Because of increasing versatility brought about by recent developments in testing techniques and equipment, it is also important that the geotechnical profession be provided with an up-to-date awareness of potential uses for the triaxial test."--Overview.
Author : Anonim
Publisher : ASTM International
Page : 409 pages
File Size : 55,6 Mb
Release : 1978
Category : Electronic
ISBN : 8210379456XXX
