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contributor authorFu-Chen
contributor authorTeng
contributor authorChang-Yu
contributor authorOu
contributor authorPio-Go
contributor authorHsieh
date accessioned2017-05-08T21:48:15Z
date available2017-05-08T21:48:15Z
date copyrightJanuary 2014
date issued2014
identifier other%28asce%29gt%2E1943-5606%2E0001026.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62827
description abstractSoils are generally known not to be isotropic materials. The inherent anisotropy of clays results from the deposition process, which tends to induce a horizontal bedding plane in the soil layer. In this paper, the anisotropy of clays was studied to obtain more accurate analytical results for geotechnical problems, especially for deep excavations in soft clay with nearby structures. A series of
publisherAmerican Society of Civil Engineers
titleMeasurements and Numerical Simulations of Inherent Stiffness Anisotropy in Soft Taipei Clay
typeJournal Paper
journal volume140
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001010
treeJournal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 001
contenttypeFulltext


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