Influence of Sample Disturbance on Sand Response to Cyclic Loading

Influence of Sample Disturbance on Sand Response to Cyclic Loading PDF

Author: Kenji Mori

Publisher:

Published: 1977

Total Pages: 0

ISBN-13:

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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).

Geomechanics and Geotechnics of Particulate Media

Geomechanics and Geotechnics of Particulate Media PDF

Author: Masayuki Hyodo

Publisher: CRC Press

Published: 2017-12-14

Total Pages: 538

ISBN-13: 1351377108

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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.

Numerical Methods in Geomechanics

Numerical Methods in Geomechanics PDF

Author: J.B. Martins

Publisher: Springer Science & Business Media

Published: 1982-09-30

Total Pages: 618

ISBN-13: 9789027714619

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Proceedings of the NATO Advanced Study Institute, Braga, Portugal, August 24-September 4, 1981