Research on failure criterion of nanometer silicon and cement-stabilized soils
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Research on failure criterion of nanometer silicon and cement-stabilized soils
Vol. 27, Issue 10期 刊出日, (2006)
作者机构:
1. 浙江大学 宁波理工学院,宁波,315104
2. 浙江科技学院 土木系,杭州,310012
3. 浙江大学 岩土工程研究所,杭州,310027
作者简介:
基金信息:
DOI:
CLC:TU471+.8
Online First:29 November 2013,
Published:2006
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WANG Li-feng, XIA Jian-zhong, ZHU Xiang-rong. Research on failure criterion of nanometer silicon and cement-stabilized soils[J]. 2006, 27(10期 刊出日).
DOI:
WANG Li-feng, XIA Jian-zhong, ZHU Xiang-rong. Research on failure criterion of nanometer silicon and cement-stabilized soils[J]. 2006, 27(10期 刊出日).DOI:
Research on failure criterion of nanometer silicon and cement-stabilized soils
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.