Impacts of confining pressure and safety thickness on water and mud inrush in weathered granite

Abstract

Due to the strong disintegration and water erosion of completely weathered granite, water and mud inrush disasters are apt to take place in this zone during underwater tunnel construction. The pore, compactness, seepage path length, fracture geometries and their interconnections for water and mud transfer are strongly influenced by confining pressure and waterproof-resistant slab safety thickness. In order to inspect the influence, a series of experiments based on a self-designed testing system and non-Darcy testing method were performed. The results indicated that the water and mud inrush evolution increased with the increase of confining pressure and decreased with the increase of safety thickness. In particular, the confining pressure mainly influences the initial evolution stage, and a critical safety thickness to prevent water and mud inrush is obtained. Besides, the non-Darcy testing method results shows that the water and mud inrush evolution affects the influence of non-Darcy flow. For example, while the safety thickness was smaller than the critical value, the evolution was large and unstable and its behavior transferred into nonlinear. In this case, the flow changed to non-Darcy flow.     

China’s rural revitalization and development: Theory,technology and management

Journal of Geographical Sciences - The urban-rural transformation from dichotomy to integration is a gradual process. Like rural areas in many countries, Chinese rural society is experiencing a...     

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微型无人机在“现代摄影测量实习”课程教学改革中的应用

“现代摄影测量实习”是中国地质大学(北京)土地科学技术学院测绘工程专业的重要实习课程,直接关系到学生的测绘技能培养。本文以笔者的教学实践为基础,从教学内容、教学方法、实践过程等方面探讨“现代摄影测量实习”实践中的教学改革问题,以帮助测绘工程专业学生获得良好的现代摄影测量技能,提高其就业与科研核心竞争力。     

A comparative study of the main factors controlling geohazards induced by 10 strong earthquakes in Western China since the Wenchuan earthquake in 2008

Determining the main controlling factors of earthquake-triggered geohazards is a prerequisite for studying earthquake geohazards and post-disaster emergency response. By studying these factors, the geomorphic and geological factors controlling the nature, condition, and distribution of earthquake-induced geohazards can be analyzed. Such insights facilitate earthquake disaster prediction and emergency response planning.The authors combined field investigations and spatial data analysis to examine...     

Formation and evolution of the South China Sea since the Late Mesozoic: A review

The existing genetic models of the South China Sea(SCS) include an extrusion model of the Indochina Peninsula, a back-arc extension model, and a subduction and dragging model of the Proto-South China Sea(PSCS). However, none of these models has been universally accepted because they do not fully match a large number of geological phenomena and facts. By examining the regional tectonics and integrating them with measured data for the SCS, in this study, a back-arc spreading-sinistral shear model ...     

土结构性本构模型研究现状综述

土本构模型的建立是一个重要而又复杂的问题,到目前为止,国内外学者们已提出数以百计的土本构模型,诸多文献也对这些模型进行了评述和归纳。然而这些土本构模型多是在扰动土或砂土的基础上发展和建立起来的,它们难以描述由于土结构性引起的各种非线性行为,其计算结果与实际情况相差甚远。天然土体一般都具有一定的结构性,所以有必要建立考虑土结构性影响的土本构模型。针对这个现实,目前有些学者已基于各种理论和方法,提出了一些可以考虑土结构性影响的土本构模型,并得了较好的应用。但在目前的文献中还很少有对土的结构性本构模型研究进行归纳,基于此,本文简要介绍了一下目前土的结构性本构模型研究现状,并提出了这些本构模型在应用中所存在的问题。     

新疆口岸区域空间发展模式的数理分析

口岸以国家主权象征的海关为主体,兼有国家其它专项检验部门联合组成,一般是由设在进出口国境的交通港站,并与有关部门和行业的单位组成的综合体。我国新疆因其边境省区的特殊地理位置和漫长的边境线而拥有众多的口岸,而沿边经济带又是新疆的一条重要经济发展轴,因此针对口岸区域发展模式的研究就显得非常必要。空间发展模式是区域发展的重要方面,本文采用位势潜能计算模型分析了口岸区域空间发展的双核模式,以量化方式对口岸区域的发展模式进行了分析和探讨。     

多年冻土工程地质制图的阶梯发展

多年冻土工程地质制图是区域和历史冻土学研究的基础内容之一.多年冻土工程地质制图是根据需要和制图原则,在特定时空尺度分析多年冻土特征,以及各种自然、工程、环境要素共同影响下的多年冻土属性的量化描述.多年冻土工程地质制图所解决的科学问题从多年冻土的分布、规律和格局、冻土功能,认识不断提高.制图的内容从研究多年冻土的基本要素...     

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从教学内容、教学方法、教学手段、实践教学和教师应不断拓宽知识面等方面对当前“工程测量”教学改革作了初步的探讨。