This paper presents the three dimensional stress analysis method of slabs on elastic foundation.
本文提出了弹性地基上板的三维应力分析方法。
Sandwiched rock between twin closely spaced tunnels is in complicated and three-dimensional stress state.
小净距隧道的中间夹岩处于复杂的三维受力状态。
It is of important significance to study the ultimate bearing capacity of foundation in three-dimensional stress.
研究三向应力状态下条形地基极限承载力问题具有重要的理论和实际意义。
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