支护

So we must find a more accurate measure in which we can get the action data of the anchor bolt supporting and provide the schemes on the optimizing designing of the anchor bolt supporting.

本文给出了锚杆支护的力学模式，给出了较为精确的锚杆支护的定量分析方法，为优化锚固设计提供了一定的依据。

According to the model, the deflection and main pre-brace parameters are illustrated with the Jinsong station of the tenth line in Beijing. It demonstrates that the curve shape of theoretical result, computing result and the on-set measure result are uniform in the main and the change law is similar; that the circumferential space of pipe-roof has a optimum value while satisfying the pre-brace function; that the relation between diameter of steel pipe and flexibility of barrel vault meets negative exponential function. And the diameter of steel pipe has a optimum value.

依据该模型，以北京地铁10号线劲松车站管棚支护为例，着重对管棚的挠度和主要支护参数进行的分析表明：理论结果与计算结果和现场量测结果的曲线形状基本相同，变化规律相似；在满足预支护作用的同时，存在相对较优的管棚环向间距；钢管直径与管棚挠度之间符合负指数函数关系，管径存在最佳值。

Took Chongqing Gong-he tunnel as an engineering example and studied the failure mechanism of surrounding rock and the correlation with bolt support system by using the methods of theoretical analysis, modeling test, numerical simulation and in situ test, some helpful conclusions were arrived as follows.Firstly, a new failure criterion for transversely isotropic rock mass was proposed with consideration of bedding plane orientation and major principal stress, and the corresponding algorithm, arrived through VC++6.0, can be easily embedded into the software FLAC3D for the geotechnical calculation.

论文在国家自然科学基金专项基金创新群体基金项目(No.50621403)以及国家自然科学基金重点项目"隧道与地下空间工程结构物的稳定性与可靠性(No.50334060)"的资助下，以共和隧道为示范工程，运用理论分析、物理模型实验、数值模拟和现场测试等手段，对共和隧道大埋深段层状岩体的围岩变形破坏机理、锚杆支护力学效应及围岩-支护结构的变形特征等内容进行了研究，其主要研究成果有：①在总结和探讨国内外学者提出的层状岩体经验型连续介质破坏准则基础上，结合层状岩体力学特性，考虑层面方向和最大主应力方向两个影响因素，提出了共和隧道层状岩体横观各向同性破坏准则；采用汇编语言VC++6.0实现了横观各向同性弹塑性本构关系的算法，并嵌入FLAC3D有限差分数值分析软件接口中实现数值运算。

In each kind of instance, retaining structure is divided into two sorts with cantilever and braced form.

在每种情况中，又分为支护结构为悬臂形式和支护结构为带支撑形式两大类。

How to deal with the restrictions of deep excavation is a very difficult problem. This paper analyzes the restrictions of pile-support structure detailedly, uses a castigatory function to deal with the restrictions, and adds the castigation to the function. Now the problem has changed to solve a minimal problem, and GA can be used to the optimal design successfully.

束条件的处理是遗传算法应用到深基坑支护结构优化的难题和重点，本文详细分析了桩撑支护结构的约束条件，采用了罚函数法对约束条件进行处理并反映到适应度函数上，使其变为无约束的极小值问题，从而使遗传算法得以顺利实施。

Based on research results of this project, 3-dimensional model of excavating deep foundation pit are introduced.

研究结果表明，基坑开挖与支护是一个与基坑周围土体及支护结构性质密切相关的复杂的三维空间问题。

The article describes the People's Liberation Army 61330 units of new affordable housing projects in foundation pit of the program selection, design and construction process, micro-steel pipe pile prestressed anchor soil nail wall, composite soil nailing wall system in actual engineering China has gained a relatively good results, indicating their deep foundation pit has a large technical and economic advantages.

本文介绍了中国人民解放军61330部队驻新经济适用住房工程基坑支护的方案选择、设计和施工过程，微型钢管桩预应力锚杆土钉墙的复合土钉墙支护体系在实际工程中实践中取得了比较理想的效果，说明其在深基坑支护中具有较大的技术和经济优势。51-论文-网-欢迎您

The article describes the People's Liberation Army 61330 units of new affordable housing projects in foundation pit of the program selection, design and construction process, micro-steel pipe pile prestressed anchor soil nail wall, composite soil nailing wall system in actual engineering China has gained a relatively good results, indicating their deep foundation pit has a large technical and economic advantages.

我是广告，快点点我！本文介绍了中国人民解放军61330部队驻新经济适用住房工程基坑支护的方案选择、设计和施工过程，微型钢管桩预应力锚杆土钉墙的复合土钉墙支护体系在实际工程中实践中取得了比较理想的效果，说明其在深基坑支护中具有较大的技术和经济优势。

In responding to the problems identified, a countermeasure of bolt-mesh-anchor-shotcrete + floor-bolt + truss coupling supporting is proposed, namely using shotcrete to seal surrounding rock, bolt-mesh support to release deformation energy, floor bolt to transfer floor heave plastic slippage force, anchor-truss support to control the deformation of surrounding rock. Therefore, the effective deformation control of deep high stressed soft rock roadway can be achieved.

为此，提出了锚网喷＋锚索＋底角锚杆＋桁架耦合支护对策，即通过喷层封闭围岩，锚网柔性支护释放变形能，底角锚杆转移底臌塑性滑移作用力，锚索＋桁架支护控制围岩整体变形，从而实现对高应力巷道围岩变形的有效控制。

Steel shed support is the traditional support method for whole coal large span cutting hole.

全煤大跨度切眼传统的支护方式是钢棚支护，为解决无轨胶轮车直接进入工作面，提高工作面设备安装效率，课题组进行锚网锚索支护试验与研究。

This one mode pays close attention to network credence foundation of the businessman very much.

这一模式非常关注商人的网络信用基础。

Cell morphology of bacterial ghost of Pasteurella multocida was observed by scanning electron microscopy and inactivation ratio was estimated by CFU analysi.

扫描电镜观察多杀性巴氏杆菌细菌幽灵和菌落形成单位评价遗传灭活率。