Wien ' s displacement law and greenhouse effect 維恩位移定律與溫室效應(yīng)
Numerical analysis on displacement law of underground broken rock mass 地下工程破裂巖體位移規(guī)律數(shù)值分析
Numerical analogy on horizontal displacement law of cantilever support texture 懸臂式支護(hù)結(jié)構(gòu)水平位移變化規(guī)律數(shù)值模擬
Wien ' s displacement law 維痘移定律
The deformation control design for retaining structure in deep excavation is an important subject in the field of underground engineering nowadays . and the control and designs for retaining structure is at first displacement prediction , in anther words it is to make a prediction and analyze for the displacement law and trend of retaining structure 深基坑支護(hù)體系的變形控制設(shè)計(jì)是當(dāng)今地下工程領(lǐng)域的重要研究課題,而變形控制設(shè)計(jì)首先是變形預(yù)報(bào)分析,即對(duì)支護(hù)結(jié)構(gòu)在設(shè)計(jì)使用條件下的變形規(guī)律及趨勢(shì)作出預(yù)測(cè)分析。