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1)  super deep circle-foundation pit
超深圆形基坑
1.
This paper introduced practical construction of retaining and protecting engineering of super deep circle-foundation pit using compound reverse construction method,make use of drilled pile,rock bolt and chemical churning pile to retain and protect,make use of controlled blasting method to cut rock in the pit.
介绍了复杂工程地质条件下超深圆形基坑支护采用复合逆作法(逆作与正作相结合)施工的工程实践,综合利用钻孔桩、挖孔桩、岩石锚杆、旋喷桩进行围护,坑中岩石利用控制爆破法分区分层开挖。
2)  circular deep foundation pit
圆形深基坑
1.
Based on the actual monitoring data of the diaphragm wall support structure in circular deep foundation pit,authors analyze the change law and the deformation mechanism of the lateral displacement of diaphragm wall during excavation.
结合某圆形深基坑支护结构监测的实测资料,对基坑开挖过程中地下连续墙侧向位移的变化规律及产生相应变形的原因进行分析,从中得出了一些结论,可供类似工程参考。
3)  super round foundation Pit excavation
特大圆形深基坑
4)  extra-deep circle foundation pit
超大圆形基坑
5)  extra deep foundation pit
超深基坑
1.
Application of soil nailing wall support in extra deep foundation pit;
土钉墙支护在超深基坑中的应用
2.
Furthermore,the authors analyze the influence of extra deep foundation pit construction on groundwater environment, which provides scientific hydrogeological basis for.
本次勘察查明了桥址区地形地貌、地质构造和锚碇区水文地质条件,并对南、北锚碇超深基坑工程对地下水环境影响进行了评价,为锚碇设计、施工提供了科学的水文地质依据。
6)  ultra-deep foundation pit
超深基坑
1.
Design and calculative analysis of retaining structures for ultra-large and ultra-deep foundation pits;
超大超深基坑围护结构设计计算分析
2.
Study on Design Method and Water-Soil-Retaining Structure Interaction of Ultra-deep Foundation Pit;
超深基坑水、土与围护结构相互作用及设计方法研究
3.
Centrifuge model tests on deformation of ultra-deep foundation pits in soft ground
软土地区超深基坑变形特性离心模型试验研究
补充资料:热深厥深
热深厥深 热深厥深   病证名。指热厥证的征象。指邪热越深入,四肢厥冷的症状越严重,皆因阳气被遏,邪气内闭所致。属真热假寒证。
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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