尚彦军, 杨志法, 刘英, 唐纯华. 1996: 关于地质工程设计中突破口预测方法的研究. 工程地质学报, 4(4): 15-24.
    引用本文: 尚彦军, 杨志法, 刘英, 唐纯华. 1996: 关于地质工程设计中突破口预测方法的研究. 工程地质学报, 4(4): 15-24.
    Shang Yanjun, Yang Zhifa, Liu Ying, Tang Chunhua. 1996: STUDY ON PREDICATION MEANS OF BREACH IN GEO-ENGINEERING DESIGN. JOURNAL OF ENGINEERING GEOLOGY, 4(4): 15-24.
    Citation: Shang Yanjun, Yang Zhifa, Liu Ying, Tang Chunhua. 1996: STUDY ON PREDICATION MEANS OF BREACH IN GEO-ENGINEERING DESIGN. JOURNAL OF ENGINEERING GEOLOGY, 4(4): 15-24.

    关于地质工程设计中突破口预测方法的研究

    STUDY ON PREDICATION MEANS OF BREACH IN GEO-ENGINEERING DESIGN

    • 摘要: 理论研究及工程实践都已表明, 地质工程的破坏往往是从某些特定的部位开始逐渐发展起来的。据此而提出的优先监测突破口和重点加固突破口这两个设计原则, 已被成功地应用于一些地质工程并被证明具有重要实用价值。所以, 对于一个具体地质工程来说, 如何确定该工程可能出现的突破口的部位, 便成为工程设计的重要步骤之一。本文拟从突破观点出发, 讨论确定突破口的几种主要方法。最后作者还将结合五强溪水电站左岸船闸边坡工程的实际应用进一步加以说明。

       

      Abstract: Theoretical study and engineering practice have confirmed that the destruction of a geoengineering project usually starts from some particular positions and gradually spreads out.Two principles of given priority to monitoring and to reinforcing breach have been applied to some geo-engineering projects and proved more valuable.Therefore, how to identify the Potential location of breach for one individual geo-engineering becomes one of the most important steps.In this paper we discuss several major means of ascertaining breach based on breach viewpoint. Finally,we'll further illustrate them while considering their application to the shiplock slope engineering of Wuqiangxi Hydroelectric Power Station.

       

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