earth back pressure

基本解釋

Optimum analysis for the back-ward earth pressure has been studied, the best monitoring scheme of shield lining and the worst monitoring scheme of shield lining has also been acquired.
開(kāi)展了管片工作土壓力的反演最優(yōu)解分析，得到了監(jiān)測(cè)方案的最優(yōu)布置方案和最差布置方案。
By analyses, a simplified calculation method of active earth pressure on back of abutment un der earthquake condition has been put forward. Calculating results prove the reasonable of this method.
通過(guò)分析，本文提出了地震條件下橋臺(tái)臺(tái)背主動(dòng)土壓力簡(jiǎn)化計(jì)算方法，計(jì)算結(jié)果表明了這一公式的合理性。
To get the actual value and distribution pattern of earth pressure acting on the supporting structures in deep pit, a method for earth pressure back analysis using in-situ monitoring data is proposed.
為了得出實(shí)際作用于支護(hù)結(jié)構(gòu)上的土壓力大小和分布模式，基于現(xiàn)場(chǎng)監(jiān)測(cè)數(shù)據(jù)，對(duì)土壓力進(jìn)行反分析研究。
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