Strength anisotropy and shear band direction in plane strain tests of sand

Fumio Tatsuoka, Shinya Nakamura, Ching Chuang Huang, Kazuo Tani

研究成果: Article同行評審

196 引文 斯高帕斯(Scopus)

摘要

Strength anisotropy and shear band direction at failure and their relationship for sands were studied experimentally. Using reconstituted specimens of air-pluviated Toyoura sand, plane strain compression (PSC) tests, torsional shear tests and a bearing capacity test with a strip surface footing were performed. Also PSC tests were performed using undisturbed specimens of sand taken from layers in the field, formed by secondary deposition under water. For both types of sands, a significant degree of strength anisotropy was observed. The paper discusses also the point that many of the apparent contradictions concerning the shear band direction reported in the literature may be explained, at least partly, by taking into account the relative direction of bedding plane in each case.

原文English
頁(從 - 到)35-54
頁數20
期刊Soils and Foundations
30
發行號1
DOIs
出版狀態Published - 1990 一月 1

All Science Journal Classification (ASJC) codes

  • 土木與結構工程
  • 岩土工程與工程地質

指紋

深入研究「Strength anisotropy and shear band direction in plane strain tests of sand」主題。共同形成了獨特的指紋。

引用此