Analysis of the Bearing Capacity of Soft Foundation in High Earth-Disposing Site
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摘要: 基底承载力不足是导致软基底高排土场整体失稳的内在因素。根据地基极限承载力理论,提出了以基底承载力评价软基底高排土场稳定性的新方法。结合工程实践,对平朔安太堡露天煤矿南排土场滑坡特征进行了分析,通过对基底承载力的验算,表明那次滑坡是因为基底土层承载力不足而造成的。Abstract: The insufficiency of foundation bearing capacity is the internal factor which results in losing stability to high-earth disposing site with soft foundation.According to the theories of foundation ultimate bearing capacity,a new method of evaluating its stability by the foundation bearing capacity is put forward.
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Key words:
- soft-foundation /
- earth-disposing site /
- stability /
- bearing capacity
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