This paper mainly studies the strength softening characteristic of loess-likesoil by triaxial shear test on the basis of primary research productions of loess.
本文在黄土已有研究成果的基础上，通过三轴剪切试验对类黄土(黄土状土)的强度软化特性进行了重点研究。
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The engineering geologic property in the region of Harbin is commonly well, but for many reasons there is loess-likesoil distributing on different physiognomy elements.
Based on the load tests of 8 large diameter belled piers and 2 friction piles, the vertical bearing behavior of the belled pier in non-collapsing loess-likesoil is studied.