1) slope bearing layer
斜面持力层
2) bearing course's rock surface
持力层岩面
3) inclined plane delamination
斜面分层
4) supporting course
持力层
1.
Effective remedial measures for supporting course when not meeting design demand;
桩底持力层未满足设计要求时的有效补救措施
2.
Results show that clay soil in Shanghai can be used to supporting course of natural foundation and pile foundation.
根据上海市紫翠高清苑工程的地质条件,分析了该地区粘土的构成、特征与承载力等工程性质,认为上海粘土可以作为天然地基和桩基的持力层;结合工程实际情况,探讨了基础的形式和持力层的选择,并对单桩的竖向承载力和沉降系数进行了估算,为工程的设计与施工奠定了基础。
3.
It illustrates design point of artificial digging pile from its diameter、selection of supporting course、pile layout principle、concrete and distributed steel requirement, and introduces disposal of underground water、flowing sand concrete pouring in construction of artificial digging pile, which to promote application of artificial digging pile extensively.
从人工挖孔桩的直径、持力层的选择、布桩原则、混凝土及配筋要求多方面叙述了设计要点,对人工挖孔桩施工中的地下水、流砂的处理、混凝土浇筑做了详细介绍,以使人工挖孔桩在工程实践中更广泛地应用。
5) bearing stratum
持力层
1.
The feasibility of using pebble bed as bearing stratum of PHC pipe pile;
卵砾石层用作PHC管桩持力层的施工及适宜性
2.
Analysis of optimization effect for grouting in pile tip of round pebble bearing stratum
圆砾持力层桩端注浆优化效果分析
3.
Research purposes: Taking the high building of Hongqiao Railway Station of Beijing-Shanghai High-speed Railway for example,the summary and analysis of pile types and possible bearing stratums of pile foundations are made in combination with Chinese codes and geology conditions for the purpose of better choice of bearing stratum.
研究目的:以京沪高速铁路虹桥枢纽客运站房工程为例,在分析区域地质情况的基础上,对不同桩型以及桩基持力层进行总结研究,解决高层建筑桩基持力层的选择问题。
6) bearing layer
持力层
1.
The behaviors of bearing capacity and settlement of bored piles in two different depth bearing layers with/without end post-grouting are studied contrastively through static load tests for piles with different lengths in a certain engineering practice of Ningbo City.
通过宁波某工程不同桩长桩的静载试验,对比分析钻孔灌注桩在两个不同持力层深度时桩底注浆与不注浆的承载力和沉降特性。
2.
Combined with practical work and checking calculation of soft underlayer proper foundation bearing layer and designed width are selected,at the same time optimum foundation type-independent foundation is proposed.
结合工程实例,通过对软弱下卧层的验算,选择了合理的基础持力层和设计基础宽度,提出了最优基础形式——独立基础,以达到减少基础施工工期、节省施工成本、创造良好的经济效益和社会效益的目的。
3.
The thickness of soil layer under Sutong bridge is 250～320m, which makes it difficult to select the bearing layer.
苏州 南通长江公路大桥工程区覆盖的厚 2 5 0～ 3 2 0m的松散土层为大桥钻孔灌注桩基持力层的确定带来了困难。
补充资料：持力
【持力】
谓菩萨于所受持之法，悉能宣演开导，而无遗忘，是名持力。
谓菩萨于所受持之法，悉能宣演开导，而无遗忘，是名持力。
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