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条形基础下纤维加筋土地基承载力初探
Primary Investigation on Bearing Capacity of Fiber Reinforced Soil Ground under Strip Foundation
【摘要】 在岩土问题分析中 ,一直采用莫尔—库伦强度理论 ,由于该理论适用于单一材料、且不考虑中间主应力︴2 的影响。因此本文采用统一强度理论求解纤维加筋土地基的承载力
【Abstract】 In analysis of geo-technical problems, the Mohr-Columb theory on Stregth was applied. Due to that this theory is applicable to single material and the influence of intermedate main stress σ 2 was meglected, therefore,in this paper the bearing capacity of fiber reinforced soil ground was determined by unted the theory on strength. [
【关键词】 纤维加筋土;
统一强度理论;
临界荷载;
【Key words】 Fiber reinforced soil; united theory on strength; critcal load;
【Key words】 Fiber reinforced soil; united theory on strength; critcal load;
- 【文献出处】 地下空间 ,UNDERGROUND SPACE , 编辑部邮箱 ,2000年01期
- 【分类号】TU472.34
- 【被引频次】6
- 【下载频次】175