土钉支护是一种经济可靠、快捷简便的挡土技术。
Soil-nailed retaining is an economical, reliable, fast and handy retaining technique.
通过一种强度折减技术探讨了土钉支护的稳定性。
The stability of slope is studied by a shear strength reduction technique.
近年来，土钉支护在软土场地得到了越来越广泛的应用。
Soil nailing is more and more widely used in soft soil ground in our country in recent years.
论文主要对复合土钉支护稳定性及应用情况进行相关研究。
In this paper, the applications and the stability analysis of compound soil nailing were studied.
结合工程实例详细介绍了土钉支护技术在基坑开挖中的应用。
This paper analyzed the application of earth nail support technique in basis pit excavation in combination of engineering practice.
水土作用问题一直是导致土钉支护工程事故的主要原因之一。
The soil-water effect is one of the primary reasons causing the accident in soil nailing bracing projects.
复合土钉墙是一种新型的支护技术，不同于传统的土钉支护。
Composite soil nailed wall is a newly support technology that is different from the traditional soil nailed.
土钉支护结构作为一种有效支护基坑的形式得到了广泛应用。
As a effective support form for excavation, the soil nailed wall has been suggested and widely used in recent years.
同时对土钉支护在施工与监测过程的一些技术问题进行了探讨。
In addition, some technical problems in the construction and monitoring process are discussed.
但是现在对土钉支护的性状和工作机理的研究落后于工程实践。
However the research on the theory of behavior and mechanism of the structure behind the application in the engineering practice.
破坏模式正确与否关系到土压力研究和土钉支护设计的准确程度。
The accuracy degree of the study on the soil pressure and the soil nailing design are determined by the failure mode.
因此，我们很有必要在理论上对土钉支护体系进行深入细化的研究。
Therefore, it is necessary to carry on theoretical study on soil nailing support system.
但是对复合土钉支护的性状和加固机理的研究却远远落后于工程实践。
However, the research on the behavior and the stabilizing mechanism of the structure lags behind application in the engineering practice.
分析了土钉支护设计计算理论中存在的问题，针对问题提出了解决方法。
For the problems of the soil nailing design that exist in theory, we present a solution to these problems.
土钉支护是最经济的基坑支护方式之一，广泛地应用于各类基坑支挡结构中。
Soil nailing is the most economic way for support of foundation excavation, and it is widely applied to all kinds of foundation excavation.
根据复合土钉支护位移产生的原理提出了一种计算复合土钉支护位移的方法。
A method to calculate the displacement of cutting face of composite soil nailed walls was introduced.
在充分考虑使用年限内的耐久性的情况下，土钉支护可用于永久性支护工程中。
Actually it can be used in the permanent retaining engineering by considering the durability of its working life.
研究了双排桩复合土钉支护机理，建立了双排桩复合土钉支护稳定性分析模型。
Studying the work mechanism of DPCSN, the model of stability analysis of DPCSN is established.
调查表明学术界和工程界对土钉和复合土钉支护定义、支护机理认识差别很大。
The related investigations show that there are many differences in views of academic and engineering circles about the definition and the work mechanism of soil nailing and composite soil nailing.
通过某工程实例来探讨复合土钉支护技术的施工工艺、控制要点以及产生的效果。
Based on the practical project, author shows the construction technology, key control point and effects of the composite soil nail support technology.
总结了锚管桩复合土钉支护的构造、工艺、施工组织、基坑安全及质量保证措施。
The conformation, craft, construction organization of CCSN, the measure of foundation pit safety and quantity guarantee are summarized.
总结了双排桩复合土钉支护的构造、工艺、施工组织、基坑安全及质量保证措施。
The conformation craft, construction organization of DPCSN, the measure of foundation pit safety and quantity guarantee are summarized.
但目前土钉支护结构的稳定性分析方法仍不够完善，对其可靠性的研究也很不足。
But the method of its stability analysis is not perfect yet, and the study of its reliability is also very poor.
通过有限元数值分析软件ANSYS对深基坑开挖与土钉支护的全过程进行了模拟。
The whole procedure of a foundation pits excavation and its soil-nailing support is simulated with the FEM software ANSYS.
出于对以上实际情况的考虑，本文意欲在土钉支护设计计算程序开发方面做一些努力。
In consideration of practical use, the desire of this article is mainly about some efforts on the program development of soil nailing.
结合武汉科技会展中心风化岩边坡支护工程，介绍土钉支护技术的工作机理和设计方法。
Taking the slope engineering of Wuhan Conference and Exhibition Center for Science and Technology as an example, the mechanism and design method of soil nailing are presented.
本文首先研究了复合土钉支护中土钉、水泥土墙的抗滑机理，介绍了其机理的理论解释。
The resisting slip mechanism of nail and cemented-soil wall is researched on and the theory of the mechanism is also introduced in this paper firstly.
本文首先研究了复合土钉支护中土钉、水泥土墙的抗滑机理，介绍了其机理的理论解释。
The resisting slip mechanism of nail and cemented-soil wall is researched on and the theory of the mechanism is also introduced in this paper firstly.
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