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So the Reverse Construction Method is the designing of execution and construction, these two facts must be combined very closely. Diaphragm wall have three effects in the Reverse Construction Method, it can countercheck soil, compose the construction and countercheck water.

地下连续墙和立柱,既是施工过程中的临时支护体系,同时又要作为地下结构的永久结构体系,因此逆作法设计不仅是施工设计同时也是结构设计,两者必须紧密结合。

It is composed of anchor-rope and lattice beam. This complex structure can utilize the latent energy of soil and rock mass, and generate powerful supporting action. Because of its simple structure and light self-weight as well as saving in materials, it has better economic technical value.

该结构由锚索和格构梁共同组成,这种复合结构能充分挖掘岩土体的自身潜力,并产生强大的支护作用,加之其结构简单,自重较轻,节省材料,有良好的经济技术价值。

The reinforced shell structure is a new kind of forms in the supporting engineering for soft rock tunnel.

钢筋网壳结构是软岩巷道支护工程中一种新型的支护形式。

Stability of 14 high-cut slopes in Guangdong province is analyzed with typical rock mass structure analysis method and stereographic projection method, and with the numerical simulation method UDEC this paper simulated the excavation and reinforcement courses of the important slopes. Some conclutions and suggestions are based the analysis above.

本文结合广东某省道沿线14个高陡岩石边坡的开挖和支护方案的选择设计,运用常用的岩体结构分析方法和赤平投影方法对边坡的稳定性进行了分析,采用UDEC数值模拟方法对一些重点边坡的开挖支护进行了模拟,得出了以下一些结论: 1、边坡支护形式的选择应遵循"安全绿色、水土保持、恢复自然、环保之路"的设计原则。

Then, depending on straits of the laneway timbering" s domanial knowledge, the author adopts the intellective structure of "database" plus "repository and positive and negative bi-directional reasoning mode. Moreover, running advanced Visual Basic 6. 0 high-class programme language, he develops and finishes the consultative expert system of laneway timbering design which has UI friendly and structure height blocking .

然后,根据巷道支护领域知识的特点,采用&数据库&+&知识库&知识结构和正、逆双向向推理方式,并运用先进的Visual Basic 6.0高级编程语言,研制完成了用户界面友好、结构高度模块化的煤矿巷道支护设计咨询专家系统。

Stability of 14 high-cut slopes in Guangdong province is analyzed with typical rock mass structure analysis method and stereographic projection method, and with the numerical simulation method UDEC this paper simulated the excavation and reinforcement courses of the important slopes. Some conclutions and suggestions are based the analysis above.

本文结合广东某省道沿线14个高陡岩石边坡的开挖和支护方案的选择设计,运用常用的岩体结构分析方法和赤平投影方法对边坡的稳定性进行了分析,采用UDEC数值模拟方法对一些重点边坡的开挖支护进行了模拟,得出了以下一些结论: 1、边坡支护形式的选择应遵循&安全绿色、水土保持、恢复自然、环保之路&的设计原则。

By studying the effects of the structural parameters of reinforcement and face plate, some qualitative rule is proposed, for example, the anchor should be 1.5 times length than distance between slip crack line and dam slope, and so on.

4通过对加筋层支护结构及护面板的参数的变化研究,建议加筋长取滑裂面至边坡的1.5-2倍等一些定性的规律。

Rockbolts which can make full use of the self-strength of rocks and soils around and enhance the load-supporting of rocks and soils and save the engineering materials are wildly used in the support of adjacent rocks of tunnels and reinforcement of roadbed and slopes, to be one of the most effective and economic support method in geotechnical engineering.

锚杆支护作为岩土体结构加固的一种常用方法,由于能充分调动锚杆周围的岩层自身强度,显著增强周围地层的承载能力,节约工程材料,从而成为解决岩土工程稳定性问题最经济、有效的方法之一,被广泛应用于隧道围岩支护、路基加固以及边坡稳定加固等岩土工程中。

The soil-nail wall support of foundation pit adopted in soft ground is linited by the excavation dept of the pit due to the poor self-stability or low load-capacity of the ground.Leading anchor is usually used to improve the ground load-capacity in the engineering.

在软弱地基中采用土钉墙基坑支护结构,当基坑开挖到一定深度时,由于地基自立性差或承载力低而受到一定限制,工程中通常采用超前锚杆来提高地基土的承载能力。

During the construction of the support structure and excavation, horizontal displacements monitoring is carried out for the pit.

支护结构施工和基坑开挖的过程中,对基坑进行了水平位移监测。

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