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1)  soil movement
土层位移
1.
When tunneling,the disturbance induced by construction necessarily destroys the intrinsic stress balance of geotechnical material followed by a serial of problems about geotechnical environment,such as soil movement inducing the damages of the ground buildings,underground pipelines and pile foundations etc.
地铁隧道施工过程中,由于施工产生扰动,必然会破坏岩土体原有的应力平衡状态,从而产生一系列与岩土工程环境有关的问题,如土层位移以及由此产生的地面建筑物、地下管线及桩基等建构筑物的破坏等。
2)  deep level land movement
深层土体位移
1.
1 berth of COSCO SHIPYARD, deep level land movement and pore water pressure during the construction is discussed on the condition of typical engineering geological conditions in Zhoushan area.
通过舟山中远船务一号泊位地基稳定监测资料分析,对在舟山地区典型的工程地质条件下,筑堤过程中的深层土体位移和孔隙水压力监测结果进行讨论,并就此类工程地质条件下进行碎石类桩地基加固的设计和施工提出建议。
3)  deep displacement of soil
土体深层位移
4)  ground movement
土体位移
1.
Effect of deep foundation pit on surrounding environment can be attributed to the failure caused by poor enclosure of foundation pit and excessive surrounding ground movement caused by foun- dation pit construction.
基坑围护体系自身不足引起的破坏主要包括挡土结构的破坏、支撑体系的破坏、挡土结构嵌入深度不足引起的破坏以及坑底管涌或流砂引起的破坏等;基坑工程引起周边环境的过大位移则包括基坑开挖引起的土体位移、围护墙体自身施工引起的土体位移、地下水位变化引起的过大位移等。
5)  compacting displacement
挤土位移
1.
Finite element analysis of compacting displacements of single jacked pile;
静压单桩挤土位移的有限元分析
6)  displacement of soil
土体位移
1.
Based on the reference of literatures on analytic theories and applications about piles sinking,the reasons for the diversity between the anticipated displacement of soil when sinking piles using the analytic theories and the measured results are discussed and some remarks are presented for resolving problems of piles-sinking effectively and reasonably.
通过分析有关研究沉桩解析与实际应用的文献 ,分析这些理论在预测沉桩土体位移时与相应实测结果产生差异的缘由 ,对有效、合理地解决沉桩解析问题提出了一些看
补充资料:土层
1.土地的表层。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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