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This paper introduces 3D stability limit analysis model for soil-nailed wall based on the upper bound theory.
本文介绍了应用上限理论建立的土钉墙稳定性评估的三维极限分析模型。
In this paper, calculating formula for finite earth pressure is presented based on the upper bound theory of soil plasticity.
本文基于土的塑性上限理论，给出一种有限土体土压力的计算公式，并与朗肯土压力计算结果进行了对比分析。
The Theory of Upper Bound Seismic Forces on Structures is exceptional significant to both theory and practice.
“上界地震力理论”的研究既有理论意义，又有实用价值。
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