摘要
在基坑的支护时多采用复合结构的围护型式 ,但是工期较长、费用较高。通过对加筋水泥土进行各项力学试验 ,初步得出其基本的力学性能 。
Being possessed of a low strength, the cemen ted?soil pile usually is not used in retaining structure. Through analyzing the experimental results of reinforced cemented?soil, it is shown that the reinfor ced cemented?soil beams have a higher capacity to resist bending load than pure cemented?soil piles and the adhesive bond strength is enough to avoid relative slippage between steel and cemented?soil at certain cement content ratio.This study provides experimental foundations for reinforced cemented?soil being used into practice.
出处
《岩土工程技术》
2003年第1期28-33,共6页
Geotechnical Engineering Technique
关键词
加筋水泥土
力学性能
试验研究
reinforced cemented-soil
mechanical properties
experimental study
