短加筋地基极限承载力研究

Studies on Bearing Capacity far Foundation Reinforced with Short Strip Reinforcement

本文对条形基础下短加筋地基的极限承载力进行了理论分析及试验验证,两者结果比较吻合;同时对加筋率、加筋层数等对极限承载力的影响进行了探讨。研究成果对进一步分析其它类型的加筋地基及实际工程中的应用具有一定的意义。

The bearing capacity of foundation reinforced with short strip reinforcement beneath the strip footing is studied by theoretical analysis and experiments in this paper. The results of theoretical analysis have good agreement with the experimental results.