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1)  sparse pile support
疏桩支护
1.
The results prove that the sparse pile support for deep foundation is stable and economical,and the suppor.
以广州市花城大道地铁车站深基坑为例,在分析地质条件的基础上,采用土拱理论对深基坑进行支护优化设计分析,并采用理正深基坑软件计算了基坑的位移与稳定性,计算结果表明,采用土拱理论进行设计的深基坑疏桩支护是安全可靠的。
2)  soil-nailing wall with sparse row piles protection structure
疏排桩-土钉墙支护结构
3)  anchor supporting pile
桩锚支护桩
4)  support pile
支护桩
1.
Application of cusp catastrophe theory in deep foundation pit support pile
尖点突变理论在深基坑支护桩中的运用
2.
And based upon stress measurement of foundation pit support piles and soil nailing the test results are analyzed.
结合山西创业大厦实例 ,介绍了其工程概况及场地地质情况 ,并根据大厦基坑支护桩及土钉的应力测试 ,对基坑的实际受力情况进行了分析 ,提供了测试结果。
5)  piles in row
排桩支护
1.
The choice and application of retaining by piles in row for deep foundation excavation in soft clay;
软土基坑排桩支护方案选择与应用──福建省人民检察院侦查技术综合楼支护工程实例
2.
Deflection differential equations of piles in row support are established from simplifying equations combined with construction.
建立排桩支护结构的挠曲线微分方程,从施工实际合理简化方程,然后从基坑开挖过程的不同工况找出边界条件、连续条件、平衡条件解方程。
3.
Based on the optimization algorithms and toolbox of MATLAB, the single objective optimistic model is built using the m-method of piles in row design.
基于 MATLAB优化算法及其工具箱 ,采用 m法分层地基系数法 ,针对排桩支护这一基坑常用支护形式进行了分别以支护桩费用和侧向变形为单目标的优化设计 ,同时探讨了以费用和变形为多目标的支护优化设计方法。
6)  pile-anchor support
桩锚支护
1.
According to the surrounding conditions of the foundation pit of the comprehensive building in Dongying people s hospital,high pressure grouting and underpinning reinforcement,pile-anchor support and composite soil nailing wall,three deformation control methods are used.
针对东营市人民医院综合病房楼基坑周边环境特点,分别采用了压力注浆托换加固、桩锚支护和复合土钉墙三种变形控制支护方式,并根据粉土地区特点,水平锚杆采用花管注浆方式进行,避免了成孔过程中的塌方现象,监测结果表明了该基坑变形控制措施的有效性。
2.
The article introduces the application of pile-anchor support system to the retaining of super-deep cut at the old clay area and concludes finally that this system is quite effective.
文章介绍了桩锚支护形式在老粘土地区超深基坑支护中的应用情况,并总结出其应用的良好效果。
补充资料:密密疏疏
1.疏密相间的样子。
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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