Influence of Sample Disturbance on Sand Response to Cyclic Loading PDF Download
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Author: Kenji Mori
Publisher:
ISBN:
Category : Sand
Languages : en
Pages : 58
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Book Description
Author: Kenji Mori
Publisher:
ISBN:
Category : Sand
Languages : en
Pages : 58
Get Book Here
Book Description
Author: Kenji Mori
Publisher:
ISBN:
Category : Sand
Languages : en
Pages : 0
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Book Description
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: Claudio Giulio di Prisco
Publisher: Springer Science & Business Media
ISBN: 3709110688
Category : Science
Languages : en
Pages : 580
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Book Description
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:
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages : 1568
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Author: Masayuki Hyodo
Publisher: CRC Press
ISBN: 1351377108
Category : Science
Languages : en
Pages : 538
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Book Description
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
Publisher:
ISBN:
Category : Shear strength of soils
Languages : en
Pages : 32
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Book Description
Author:
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages : 1282
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Author: U.S. Nuclear Regulatory Commission
Publisher:
ISBN:
Category : Nuclear energy
Languages : en
Pages : 108
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Book Description
Author: J.B. Martins
Publisher: Springer Science & Business Media
ISBN: 9789027714619
Category : Science
Languages : en
Pages : 618
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Book Description
Proceedings of the NATO Advanced Study Institute, Braga, Portugal, August 24-September 4, 1981
Author:
Publisher:
ISBN:
Category : Mechanics, Applied
Languages : en
Pages : 892
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Book Description
