P-constant condition applied to undrained cyclic triaxial test of unsaturated soils

H. Wang, J. Koseki, T. Sato

研究成果: Article査読

5 被引用数 (Scopus)

抄録

To evaluate the liquefaction resistance of unsaturated soils by a triaxial system, it is suggested to keep a p-constant condition rather than the rh-constant condition (i.e., cell pressure constant) that is normally applied to the same test for saturated specimen. The main concern is that the pore pressure coefficient (B value) of unsaturated specimens may be far less than unity, which causes undesired effects on the behaviors of unsaturated soils. A modified triaxial system that can maintain the p-constant condition has been recently developed. By using the system, the behaviors of an unsaturated soil subjected to undrained cyclic triaxial loading are compared between the p-constant condition and the rh-constant condition, which implies that the testing conditions affect behaviors of pore pressures generation, stress strain relationship, etc. Results suggest that tests under the rh-constant condition underestimate the liquefaction resistance of soils. In addition, the modified triaxial system could effectively reduce the variation of p by more than 60 % in the full tested range, or by 75 % in a range with relatively small magnitude of the vertical loading based on test results of three sandy soils.

本文言語English
ページ(範囲)710-718
ページ数9
ジャーナルGeotechnical Testing Journal
40
4
DOI
出版ステータスPublished - 2017
外部発表はい

ASJC Scopus subject areas

  • 地盤工学および土木地質学

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