新意法在国内隧道工程中的应用研究
发布时间：2018-10-14 20:06
【摘要】：目前国内隧道一般采用的施工开挖方法都是以新奥法为基础,新奥法在我国应用理论和实践均比较成熟,但是以新奥法为基础的施工工法无法兼顾施工安全和施工速度和工程造价,尤其是面对极为困难的应力-应变条件下的隧道施工的帮助不是很大。针对此种情况欧洲一些学者提出了新意法,该方法是建立在新奥法和围岩自身压力拱理论基础上,其核心思想是先超前对岩体进行分类确定超前支护措施及参数,调节超前核心土刚度和强度控制围岩变形。新意法在工程造价和工期具有可控性,且具有更高的安全性,最早是运用在欧洲一些国家的大型隧道项目设计中。但新意法在我国的隧道工程中运用较少,理论和实践不是很成熟,为了将新意法科学合理的推广到我国的隧道建设中,本文主要介绍了新意法的基本原理及对国内隧道工程中的应用研究,得出了新意法较新奥法的优越性。
[Abstract]:At present, the construction and excavation methods commonly used in domestic tunnels are based on the new Olympic method, and the application theory and practice of the new Olympic method in our country are relatively mature. However, the construction method based on the New Olympic method can not take into account the construction safety, construction speed and construction cost, especially in the face of extremely difficult stress-strain conditions of tunnel construction is not very helpful. In view of this situation, some European scholars put forward the new idea method, which is based on the theory of the new Austrian method and the pressure arch of surrounding rock itself. The core idea of the method is to classify the rock mass in advance to determine the measures and parameters of the advance support. The deformation of surrounding rock is controlled by adjusting the stiffness and strength of the core soil in advance. The new method has the characteristics of controllability and safety in the construction cost and construction period. It was first used in the design of large tunnel projects in some European countries. However, the new method is seldom used in the tunnel engineering in our country, and the theory and practice are not very mature. In order to extend the new meaning method to the tunnel construction of our country scientifically and reasonably, This paper mainly introduces the basic principle of the new meaning method and its application in the domestic tunnel engineering, and obtains the superiority of the new meaning method compared with the new Austrian method.
【作者单位】： 中车建设工程有限公司;
【分类号】：U455.4
[Abstract]:At present, the construction and excavation methods commonly used in domestic tunnels are based on the new Olympic method, and the application theory and practice of the new Olympic method in our country are relatively mature. However, the construction method based on the New Olympic method can not take into account the construction safety, construction speed and construction cost, especially in the face of extremely difficult stress-strain conditions of tunnel construction is not very helpful. In view of this situation, some European scholars put forward the new idea method, which is based on the theory of the new Austrian method and the pressure arch of surrounding rock itself. The core idea of the method is to classify the rock mass in advance to determine the measures and parameters of the advance support. The deformation of surrounding rock is controlled by adjusting the stiffness and strength of the core soil in advance. The new method has the characteristics of controllability and safety in the construction cost and construction period. It was first used in the design of large tunnel projects in some European countries. However, the new method is seldom used in the tunnel engineering in our country, and the theory and practice are not very mature. In order to extend the new meaning method to the tunnel construction of our country scientifically and reasonably, This paper mainly introduces the basic principle of the new meaning method and its application in the domestic tunnel engineering, and obtains the superiority of the new meaning method compared with the new Austrian method.
【作者单位】： 中车建设工程有限公司;
【分类号】：U455.4
【相似文献】
相关期刊论文 前10条
1 路石;埃及软土隧道工程[J];铁道建筑;2000年10期
2 ;直径达五层楼高的上中路隧道工程[J];岩土工程界;2004年01期
3 林志;蒋树屏;;挪威隧道工程安全管理架构[J];公路隧道;2007年02期
4 ;蓟平高速隧道工程实现全部贯通[J];岩土工程界;2008年02期
5 陶晓南;;隧道工程中的风险及其分担[J];建筑;2008年08期
6 张仁利;陈赛美;吴士华;;隧道工程施工质量控制[J];中国新技术新产品;2010年15期
7 本刊记者;;“第五届中国国际隧道工程研讨会”将于11月10—12日在中国上海举行[J];隧道建设;2011年05期
8 孟庆伶;日本高速公路隧道工程[J];铁道建筑;2000年08期
9 曹武现;铁道部隧道工程局一批科研成果获奖[J];岩土工程界;2000年04期
10 ;隧道工程[J];公路运输文摘;2000年06期
相关会议论文 前10条
1 李志宏;黄宏伟;薛亚东;;基于风险的隧道工程成本预测研究[A];第十届全国岩石力学与工程学术大会论文集[C];2008年
2 侯秉承;R壓胂，
本文编号：2271505
本文链接：https://www.wllwen.com/kejilunwen/daoluqiaoliang/2271505.html
