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1)  nail-soil complexus
钉土复合体
2)  composite soil nailing
复合土钉
1.
Application of composite soil nailing in soft foundation pit reinforcement;
复合土钉技术在基坑支护中的应用
2.
Combined support design of composite soil nailing and the water-proof curtain of a deep foundation pit;
某深基坑复合土钉与止水帷幕联合支护设计
3.
The Theory of Composite Soil Nailing Technology in Deep Excavation Project and Its Application;
复合土钉技术在深基坑支护工程中的理论与运用
3)  composite soil nail
复合土钉
1.
Application of composite soil nailing in deep excavation;
复合土钉在深基坑支护中的应用
2.
Mechanics Analysis on Composite Soil Nailing of a Deep Foundation Pit on Beijing Metra Line 10;
北京地铁十号线某深基坑复合土钉支护与机理研究
3.
Against a soft soil foundation pit using prestressed composite soil nail,the pit deformation,soil nail stress,and other site testing have been analyzed.
针对某软土基坑采用预应力复合土钉支护,对基坑变形、土钉受力等进行现场测试与分析,比较全面地得到了在软土基坑中采用预应力复合土钉支护时基坑变形与土钉受力的变化规律,其规律与一般土钉支护不同。
4)  compound soil nail
复合土钉
1.
Analysis and application of compound soil nail support in soft foundation pit;
软土基坑复合土钉支护的数值分析与工程应用
2.
In this article, authors introduce deformation principles and features of the compound soil nail support in soft soil area, provide measures to control deformation of the compound soil nail support in soft soil area, and give several practical examples.
从软土地区复合土钉支护的变形机理和特点出发,提出了控制复合土钉支护在软土地区变形的措施,并给出了相关实例。
5)  compound soil nailing
复合土钉
1.
Simulation analysis of stress and deformation of compound soil nailing
复合土钉支护内力与变形的模拟分析
2.
Testing of soil nailing tension in compound soil nailing
复合土钉支护中土钉内力实验
3.
This paper mainly studied on stability problem of compound soil nailing in deep excavation, including the inner part and the exterior, settlement around excavation of stability has been put up; On the other hand, combined with the project, the stability criterion of compound soil nailing has been put up.
本文对复合土钉深基坑支护中的稳定性问题,包括复合土钉内部、外部稳定性等问题进行了分析和研究,提出了较为实用、简捷的计算基坑稳定性的方法:结合具体工程实例,提出了复合土钉支护系统稳定性的判定方法。
6)  bracing of soil nailed wall
复合土钉墙支护体
补充资料:染色体结合复合体
分子式:
CAS号:

性质:一种细胞器,出现于减数分裂过程中,染色体同源区域间居间的密切的成双配对。

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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