1) deep layer lateral motion
地层深层位移
3) stratum displacement
地层位移
1.
Analysis of stratum displacements by multiple arch tunnel construction;
连拱隧道施工引起的地层位移分析
2.
Based on the current studying situation of the stratum displacement caused by shield tunneling and the interaction of soil and lining of tunnel, the thesis has discussed the shield tunneling process, which has significantly influenced the stratum displacement and earth pressure.
在盾构隧道施工中，盾尾空隙中所注浆体随施工过程逐渐固化，其力学性质也不断发生变化，影响着地层位移的形成和地应力的重分布。
4) ground movement
地层位移
1.
A predicting model for ground movement induced by non-uniform convergence of tunnel;
隧道开挖不均匀收敛引起地层位移的预测模型
2.
The numerical analysis method is used to study the ground movement laws caused by the ovalization variation in the cross section in the action of water and soil pressure of tunnel lining.
采用数值分析方法研究了隧道衬砌在土水压力的作用下,断面所产生的椭圆化变形引起的地层位移规律,并基于随机介质理论,给出了计算隧道椭圆化变形引起地层位移的方法。
3.
The methods to estimate the ground movements and surface settle- ments due to shield tunneling are introduced in the first part,including the empirical method,the analytical method,the integral finite element method and the finite element method based on displacem.
第一部分介绍了软土盾构隧道施工引起的地层位移和地表沉降的研究方法,包括经验方法、解析方法、整体有限元方法以及位移控制有限元法。
5) soil displacement
地层位移
1.
With respect to the forming mechanism of soil displacement and constructing characteristics of the shield tunnel, the concept of equivalent circle zone is supposed.
在有实测地层位移资料时 ,用位移反分析法可较准确地获取等代层的参数 。
2.
This paper using 3D FFM to study the soil displacements, the surface settlements and the influence on the nearly spaced tunnel during shield tunneling.
本文运用三维有限元法对盾构法施工过程中引起的地层位移和地面沉降规律以及对临近已建隧道的影响进行了全面的研究，得到了一些有意义的结论。
6) horizontal movement of depths soil
深层水平位移
1.
The analysis of horizontal movement of depths soil in dynamic compaction;
强夯时土体深层水平位移的测试分析
补充资料：多介质深层过滤器
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说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条