Wetting of coarse-grained soil under equal stress ratio path

被引：0

作者：

Jia Y.-F. ^{[1
]}

Yao S.-E. ^{[1
]}

Chi S.-C. ^{[1
]}

机构：

[1] State Key Lab of Coastal and Offshore Engineering, Dalian University of Technology, Dalian

来源：

Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2019年 / 41卷 / 04期

关键词：

Coarse-grained soil; Equal stress ratio path; Reference stress level; Rubber membrane embedded amount; Volume strain; Wetting deformation;

D O I：

10.11779/CJGE201904007

中图分类号：

学科分类号：

摘要：

The wetting tests of coarse-grained soil under the equal stress ratio path are performed using the basalt rockfill of Gushui concrete face rockfill dam. The tests results show that the wetting deformation of soil under equal stress ratio path is affected by stress state and loading stress path. The stress path is added in the traditional wetting deformation formula, and the volumetric stress and reference stress level are used to simulate the influences of stress state on the wetting deformation. A formula for the wetting deformation under equal stress ratio path is developed. The developed formula can accurately simulate the wetting deformation of the coarse-grained soil under equal stress ratio path. © 2019, Editorial Office of Chinese Journal of Geotechnical Engineering. All right reserved.

引用

页码：648 / 654

页数：6

共 20 条

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