1) buried depth of arc abutment
拱端嵌岩深度
2) rock-socketed depth
嵌岩深度
1.
under static load test of the thick layer of alluvial cover karst areas bored piles bearing layer thickness and roof rock-socketed depth analysis and calculation,and its optimization.
据静载试验,对厚冲积覆盖层岩溶地区钻孔灌注桩持力层顶板厚度和嵌岩深度进行分析和计算,并对其进行优化。
2.
With a lots of cases of piles foundation,the rock-socketed depth and safety thickness of cavities roof have been analysed and discussed.
通过对岩溶地区岩体进行钻探取样和室内试验,分析了灰岩岩体的各项特性,并对现场溶洞大小分布规律进行了统计分析,同时介绍了岩溶地区各种桩基处理方法,并结合岩溶地区桩基工程的大量实例,对桩基的嵌岩深度和溶洞顶板的安全厚度进行了分析与讨论。
3) socket length
嵌岩深度
1.
Study on socket length of bridge pile in steep slope section;
陡坡段桥梁基桩嵌岩深度问题研究
2.
Study on socket length of rock-socketed piles in soft soil ground;
软土地基中嵌岩桩嵌岩深度的研究
3.
On the basis of three-dimensional finite element method,the lateral friction resistance,the tip resistance and socket length of rock-socketed pile are analyzed and calculated.
用三维有限单元法对嵌岩灌注桩的桩侧阻力、端阻力、嵌岩深度进行了分析计算。
4) rock-socketed length
嵌岩深度
1.
Using the FLAC3D algorithm based on explicit finite difference method,the effect of pile settlement by pile length,material of pile,the property of rock at the bottom of pile tip and rock-socketed length is simulated and analyzed,and the result correctness of simulation is tested by the in-situ test result of practical engineering,draws some significant conclusion in order to make reference.
利用以显式的Lagrangian差分法为基础的FLAC3D软件,模拟分析桩长、桩身材料、桩端岩层力学性质及嵌岩深度对灌注嵌岩桩的桩顶沉降影响,并以实际工程的现场试验结果检验FLAC3D模拟结果的正确性,得出一些有意义的结论可供参考。
2.
By optimizing the pile diameter and pile rock-socketed length,the allowable settlement and bearing capacity not only have been satistied,but also the side friction resistance and the end resistance of piles can be exerted.
与传统设计相比,通过对嵌岩桩进行桩径和嵌岩深度优化设计可满足桩沉降和承载力的双控要求,使桩端阻力、桩侧阻力能最大限度地得到发挥,有效减少工程投资。
3.
The influence of different thickness and rock-socketed length on load-bearing character is given.
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。
5) reasonable depth inlaid in rock
合理嵌岩深度
6) the best socket length
最佳嵌岩深度
补充资料：端拱
1.正身拱手。指恭敬有礼﹐庄重不苟。 2.指帝王庄严临朝﹐清简为政。 3.谓闲适自得﹐清静无为。
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