Discussion on laboratory test simulation of principal stress axes rotation induced by traffic loading
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Discussion on laboratory test simulation of principal stress axes rotation induced by traffic loading
Vol. 29, Issue 12, (2008)
作者机构:
1. 浙江大学 岩土工程研究所,杭州,310027
2. 浙江大学 城市学院,杭州,310015
作者简介:
基金信息:
DOI:
CLC:TU413
Online First:11 August 2013,
Published:2008
稿件说明:
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WANG Chang-jing, WEN Ri-kun, CHEN Yun-min. Discussion on laboratory test simulation of principal stress axes rotation induced by traffic loading[J]. 2008, 29(12).
DOI:
WANG Chang-jing, WEN Ri-kun, CHEN Yun-min. Discussion on laboratory test simulation of principal stress axes rotation induced by traffic loading[J]. 2008, 29(12).DOI:
Discussion on laboratory test simulation of principal stress axes rotation induced by traffic loading
In order to study the effect of principal stress axes rotation induced by traffic loading on cyclic properties of soft clay in tests
one moving load and one train load are taken as examples to analyze the characteristics of principal stress axes rotation. On the base of loading properties of hollow cylinder apparatus
loading method to simulating the principal stress axes rotation in laboratory tests is given. The vertical dynamics stress can be simplified as sine wave with static deviator stress; and dynamic shear stress can be simplified as a sine wave. The phase difference between the two waves is . In order to simulate the character of principal stress difference changing continuously induced by traffic loading
the amplitudes of vertical stress and shear stress should be different. It is found that the angle of the maximum principal stress is between and or between and when vertical stress without stress reversal is exerted.