Predictions of elastic constants and strength of transverse isotropic frozen soil
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Predictions of elastic constants and strength of transverse isotropic frozen soil
Vol. 29, Issue S1, (2008)
作者机构:
1. 西北农林科技大学 水工程安全与病害防治研究中心,杨凌,712100
2. 中国科学院 冻土工程国家重点实验室,兰州,730000
作者简介:
基金信息:
DOI:
CLC:P314.5
Online First:15 April 2016,
Published:2008
稿件说明:
移动端阅览
WANG Zheng-zhong, MU Sheng-yuan, NIU Yong-hong, et al. Predictions of elastic constants and strength of transverse isotropic frozen soil[J]. 2008, 29(S1).
DOI:
WANG Zheng-zhong, MU Sheng-yuan, NIU Yong-hong, et al. Predictions of elastic constants and strength of transverse isotropic frozen soil[J]. 2008, 29(S1).DOI:
Predictions of elastic constants and strength of transverse isotropic frozen soil
Under the analysis frozen earth forming process and the fabric premise
embarks from the frozen earth viewing carefully structural feature
regards as the transverse view isotropic solid dielectric which the frozen earth is composed of the ice layer and the dry and hard soil layer caking. According to the theory of composite materials mechanics
in outside the frozen earth isotropic surface and the surface elasticity coefficient and the Poisson’s ratio are obtained. Based on the Tsai-Wu criterion
the transverse isotropic frozen soil strength is perdicted. According to the empirical data
the influence of the different components on the frozen soil elastic constant and strength is analyzed. In the project application
according to the ambient temperature and the soil texture
whether there is the system moisture content supplies
the temperature drop speed and the freeze speed whether synchronization
the frozen soil stress direction and the freeze title page direction special details selects then
thus the indoor and outside test number is reduced largely. Has laid the foundation for the frozen soil project numerical calculation
to further understand that the frozen soil mechanics characteristic so as to provide the theoretical basis.