堆石坝水力破坏预测方法综述

M. Sainov, Alexander A. Boldin
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引用次数: 0

摘要

介绍。一些土石坝的破坏与水力破裂现象有关,其中粘土构成的岩心完整性受到损害。认为当孔隙和微裂缝中所含的水的压力超过土中的压应力时,就会发生水力破裂。目前,已经提出了几种水力裂缝的计算预测方法。它们的目的是确定水力裂缝发生的条件和确定导致裂缝扩展的临界水压。材料和方法。对国外科学出版物进行了审查,以便将关于临界压力测定方法和技术的信息系统化。结果。本文对水力压裂预测方法进行了分类。理论方法以弹性理论、塑性理论或断裂力学为基础。最简单的方法是基于土体应力状态的分析。本文综述了基于内压空腔周围土体应力-应变状态分析的方法。他们考虑了几种裂纹扩展机制,包括抗拉和抗剪强度的损失。并根据室内实验结果给出了经验公式。在分析性审查的框架内,对一些方法进行了比较。大多数方法都认为临界压力主要取决于地面的最小主应力σ3。对比表明,理论三轴应力分析方法计算的临界压力明显低于经验应力分析方法计算的临界压力。在存在空腔的情况下,更可能导致破裂的原因是土壤的抗剪强度而不是抗拉强度的损失。结论。尽管水力压裂预测技术丰富,但目前还没有一种理论验证和准确的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Review of methods for predicting the hydraulic failure of a rockfill core dam
Introduction. The phenomenon of hydraulic fracture is associated with the failure of some earth-rock dams, in which the integrity of the core made of clay soil has been compromised. It is believed that hydraulic fracture occurs when the pressure of water contained in pores and microcracks overcomes the compressive stresses in the soil. At this point, several methods have been proposed for the computational prediction of hydraulic fracture. They are aimed at determining the conditions under which hydraulic fracture occurs and at determining the critical water pressure that causes fracture growth. Materials and methods. A review of foreign scientific publications was carried out to systematise information on methods and techniques for critical pressure determination. Results. The review gives a classification of methods for predicting hydraulic fracture. Theoretical methods are based on the usage of elasticity theory, plasticity theory or fracture mechanics. The simplest method is based on the analysis of the stress state of the soil mass. This review describes methods based on the analysis of the stress-strain state of soil around a cavity with internal pressure. They consider several mechanisms of crack propagation, including the loss of tensile and shear strength. Empirical formulas based on the results of laboratory experiments are also given. In the framework of the analytical review, a comparison of some methodologies has been carried out. Most of the methodologies agree that the critical pressure primarily depends on the minimum principal stress σ3 in the ground. The comparison showed that the critical pressure calculated by the theoretical triaxial stress analysis technique is noticeably lower than that calculated by the empirical techniques. In the presence of a cavity, the more likely cause of fracturing is the loss of shear strength of the soil rather than tensile strength. Conclusions. Despite the abundance of techniques for predicting hydraulic fracturing, no theoretically verified and accurate methodology has been established at the present time.
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