岩土工程可靠度评价的概率区间估计

Geotechnical engineering failure probability bounds based on the reliability theory

论述了将基于概率分析的可靠度理论用于岩土工程可靠性评价中更符合客观实际,给出了多种破坏模式下,失效概率的一阶和二阶概率界限的计算方法。得出了若干有益的结论。

Reliability theory used in geotechnical engineering is up to the objective reality.Under the multiple failure modes,Uni.-Modal bounds are given in this paper.Some valuable results are concluded.