Research on failure criterion of nanometer silicon and cement-stabilized soils

被引：0

作者：

Wang Li-feng ^{[1
,2
]}

Xia Jian-zhong ^{[2
]}

Zhu Xiang-rong ^{[1
,3
]}

机构：

[1] Zhejiang Univ, Ningbo Inst Technol, Ningbo 315005, Zhejiang, Peoples R China

[2] Zhejiang Univ Sci & Technol, Dept Civil Engn, Hangzhou 310012, Zhejiang, Peoples R China

[3] Zhejiang Univ, Inst Geotech Engn, Hangzhou 310027, Zhejiang, Peoples R China

来源：

ROCK AND SOIL MECHANICS | 2006年 / 27卷 / 10期

关键词：

nanometer; cement-stabilized soils; compressive strength; failure criterion;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

On the base of abundant triaxial experiments and nanometer SiO2-x powder first stabilized as agent of cement-stabilized soil(NCS), a general three-dimensional failure criterion for nanometer SiO2-x and cement-stabilized soils(NCS) is proposed; and it includes five parameters. From the result of this comparison, it can be seen that the criterion may be applied throughout the stress range from tensile stresses to high compressive stresses.

引用

页码：1767 / 1771

页数：5

共 8 条

[1] [Anonymous], 1990, J SHANGHAI JIAOTONG
[2] SOIL MECHANICS AND PLASTIC ANALYSIS OR LIMIT DESIGN
DRUCKER, DC
PRAGER, W
[J]. QUARTERLY OF APPLIED MATHEMATICS, 1952, 10 (02) : 157 - 165
[3] LIU Huan-cun, 1997, GEOTECHNICAL ENG TEC, P20
[4] Wang L., 2004, J ZHEJIANG U SCI TEC, V16, P259
[5] [王立峰 Wang Lifeng], 2005, [科技通报, Bulletin of Science and Technology], V21, P327
[6] WU Shi-ming, 1998, CHINESE J GEOTECHNIC, V20, P125
[7] XU You-zai, 1996, CHINESE J GEOTECHNIC, V18, P15
[8] YIN Shang-xian, 2003, CHINESE J GEOTECHN S, V24, P597

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