Fan Wen, Yu Hongmao, Lin Yongliang, Chen Liwei, Wu Lihui. 2002: ANALYSIS OF THE SLIP LINES FOR LIMITED BEARING CAPACITY OF THE SHALLOW STRIP FOUNDATION BASED ON THE UNIFIED STRENGTH THEORY. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 558-562,568.
    Citation: Fan Wen, Yu Hongmao, Lin Yongliang, Chen Liwei, Wu Lihui. 2002: ANALYSIS OF THE SLIP LINES FOR LIMITED BEARING CAPACITY OF THE SHALLOW STRIP FOUNDATION BASED ON THE UNIFIED STRENGTH THEORY. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 558-562,568.
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    ANALYSIS OF THE SLIP LINES FOR LIMITED BEARING CAPACITY OF THE SHALLOW STRIP FOUNDATION BASED ON THE UNIFIED STRENGTH THEORY

      Abstract
    • By using the unified strength theory of Yu.Mao-hong and slip lines theory, the limited bearing capacity of the strip footing with antigravity and ponderability are considered. And also takes account of the effect of the intermediate principal stress to the strength of the shallow strip footing. A strip foundation is taken as an example, and the unified solutions of a series of slip lines are obtained.
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