Abstract：Residual clay in the foundation of Shenzhen airport runway was studied. In combination with settlement measurement data, the engineering properties of residual clay were analysed. K0 formula based on elastic-plastic constitutive relation was presented. Suggestiones about some problems concerned with settlement analysis were made. These results can be provided as a reference for settlement analysis.
引用本文:
程展林；. 残积土地基沉降分析[J]. 岩土工程学报, 1992, 14(S1): 72-79.
Cheng Zhanlin. Settlement Analysis of Residual Clay Foundation. Chinese J. Geot. Eng., 1992, 14(S1): 72-79.
