1) rock-socketed diaphragm
嵌岩地连墙
1.
Load-bearing and deformation character of rock-socketed diaphragm is generalized from in-situ data of a typical pit.
以一个典型工程为背景,通过现场监测,总结了嵌岩地下连续墙的受力和变形特征,并与普通地连墙进行比较,发现嵌岩地连墙在嵌岩位置会出现很大的负弯矩,对其设计起控制作用;通过理论计算分析了墙厚和嵌岩深度对墙体受力的影响,发现加大墙厚可以在一定程度上减少变形,但是会大大增加墙身受力特别是嵌固段的负弯矩;一定的嵌岩深度有助于提高围护结构的稳定和减少变形,但达到一定深度后再增大嵌岩深度并不能改善支护结构受力;根据施工阶段的变形监测,利用有限元方法对地连墙嵌岩段进行受力分析,结果表明在基岩顶面地连墙会出现应力集中,但是区域不大,设计时可以考虑一定的塑性应力重分布。
2.
The difficulties of using traditional methods to design rock-socketed diaphragms were shown and relative measures were given.
嵌岩地连墙近几年开始应用到深基坑的支护中,通过工程实例介绍了其发展概况。
2) rock-socketed diaphragm
嵌岩地下连续墙
1.
Mechanical analysis and discussion on design method of rock-socketed diaphragm;
嵌岩地下连续墙受力性能研究及设计方法探讨
3) sandstone dike
砂岩岩墙(地)
4) underground continuous wall
地连墙
1.
This article discusses the reasons of leakage of the underground continuous walls of the arcade of car dumper house,the fifth project of Qinhuangdao Coal Harbor,and introduces the preventive measures in construction and the repair of leakage of underground continuous walls.
简要介绍了秦皇岛港煤五期工程翻车机房廊道地连墙发生渗漏情况、原因分析、堵漏方案方法及效果。
2.
How to predict the deformation of the support construction-underground continuous wall in the process of pi.
结合润扬长江公路大桥南汊北锚碇深基坑工程 ,提出并应用神经网络多步预测方法来研究地连墙施工变形的预测问题。
5) diaphragm wall
地连墙
1.
The bending moment of the front wall and the rear anchored diaphragm wall,the earth pressure.
试验量测了前墙、锚碇地连墙的弯矩,前墙海陆两侧和锚碇地连墙海侧的土压力,同时还量测了拉杆力及前墙、锚碇地连墙顶端的水平位移。
2.
32 berths in Jingtang Harbour District,the concrete used at the design elevation of the diaphragm wall of-1.
京唐港区31#、32#泊位施工中由于地连墙设计高程-1。
6) diaphragm retaining walls
地连墙
1.
The paper describes the construction of underground diaphragm retaining walls,which had to be executed in backfilled sand and stones,and had to cut through the rubble mound foundation for the caissons adjacent to the diaphragm walls.
文章阐述了地质情况为回填积砂石,且要求地连墙穿过相临沉箱的基床抛石的情况下进行地连墙施工,施工的重点与难点为地连墙成槽施工。
补充资料：嵌岩
1.山洞。 2.山崖险峻貌。 3.指峻险的山岩。 4.鳞甲张开貌。
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