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土体平面应变方向上的主应力

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通常认为在土体平面应变的方向上的主应力总是中主应力,而文中的试验结果和理论分析表明:在土体接近破坏时,土体平面应变的方向上的主应力是中主应力;在保持两个主动主应力比值较小加载时,土体平面应变的方向上的主应力一般是小主应力;当两个主动主应力减载到应力值或应力水平很低时,平面应变方向上的主应力可能变成大主应力,并且发生减载屈服。这是由土受力变形的弹塑性性质决定的。
The principal stress of soil in the direction of plane strain
The principal stress of soil in the direction normal to plane strain is usually considered to be the intermediate principal stress,however it is true only when the sample is nearly failed in plane strain condition. In present paper, based on test results and theory analysis, some interacting conclusions are drawn. In the plane strain loading tests where the ratio of major active principal stress to minor one keeps a small constant, the principal stress of soil in the direction normal to plane strain is generally the minor principal stress. In the plane strain tests where active principal stresses decrease to small values, the principal stress of soil in the direction normal to plane strain may become the major principal stress, that indicates the yielding of soil under decreasing load and results from elasto-plasticity of soils.

李广信、黄永男、张其光

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清华大学水利水电工程系

日本地基基础咨询公司,日本东京

砂土 平面应变 中主应力 减载屈服

国家自然科学基金

59879008

2001

岩土工程学报
中国水利学会 中国土木工程学会 中国力学学会 中国建筑学会 中国水力发电工程学会 中国振动工程学会

岩土工程学报

CSCD北大核心
影响因子:1.952
ISSN:1000-4548
年,卷(期):2001.23(3)
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