摘要
本文以深圳机场场道地基的残积土为研究对象,结合地基沉降实测成果对残积土的工程特性进行了全面深入的研究。提出的弹塑性本构关系条件下的K_0表达式以及对沉降分析有关问题的建议可供沉降分析参考。
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.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
1992年第A09期72-79,共8页
Chinese Journal of Geotechnical Engineering
