摘要
复合地基在工程中得到越来越广泛的应用。在处理深厚软弱地基时沉降控制显得格外重要，因此对复合地基按沉降控制的优化设计进行研究十分必要。本文在前人研究成果的基础上结合实际情况对刚性基础下复合地基按沉降控制的优化设计进行了研究，并得出了一些有益的结论。
Composite foundation has been widely applied in the civil engineering. Settlement of composite foundation is especially important when treating deep soft foundation, so it is quite necessary to study on optimum design according to settlement. Based on the known research findings, research on optimum design according to settlement of composite foundation under rigid foundation has been studiede in this paper, and some useful conclusion has been carried out.
出处
《地基处理》
2007年第1期3-8,共6页
Journal of Ground Improvement
关键词
复合地基
按沉降控制设计
优化设计
composite foundation
design according to settlement
optimum design
