Analysis of fracture propagation in a rock mass surrounding a tunnel under high internal pressure by the element-free Galerkin method     

《Computers and Geotechnics》2014

Fractures developed around high pressurized gas or air storage tunnels can progressively extend to the ground surface, eventually leading to an uplift failure. A tool reasonably reproducing the failure patterns is necessary for stability assessment. In this study, a numerical method based on the element-free Galerkin (EFG) method with a cohesive crack model is developed to simulate fracture propagation patterns in the rock mass around a tunnel under high internal pressure. A series of physical model tests was also conducted to validate the reliability of the developed method. A qualitative agreement between physical model tests and numerical results can be obtained. The in situ stress ratio, k, has a strong influence on both the position of crack initiation and the propagation direction. The numerical analyses were extended to full-scale problems. Numerical tests were performed to investigate the prime influencing factors on the failure patterns of a high pressurized gas circular tunnel with varying parameters. The results suggest that initial in situ stress conditions with a high k (larger than 1) is favorable for construction of pressurized gas or air storage tunnels.  相似文献   

EH4及地质雷达在隧道事故调查中的应用     

王鑫 《云南地质》2012,(1):84-88

引水隧道施工中屡次发生坍塌,用探地雷达对衬砌质量及地质情况进行探测。经数据反演,清晰勾画出衬砌背后空洞、松散堆积体分布范围,地下水的赋存特征,为治理事故提供切实可靠依据。  相似文献   

中卫-贵阳输气管道南充嘉陵江隧道工程地质条件评价     

骆建文  岳海  孟天伦  李锐 《四川地质学报》2013,(2):212-216

为查明中卫-贵阳输气管道南充嘉陵江隧道工程地质条件,提供隧道设计基础数据。采用了工程地质测绘,工程钻探,室内实验,冲压水实验,施工回访等手段,取得了隧址区地质构造特征、隧道围岩基本特征,、隧道区水文地质条件、隧道开挖涌水量等资料。通过分析,隧道位置的选择和埋置深度是可行的,施工和后期运营是安全的。  相似文献   

江西井冈山鹅岭隧道的工程地质调查与涌水量预测     

熊长林  徐晓星  高应荣  舒良树 《高校地质学报》2013,19(1):78-85

江西井冈山鹅岭隧道是新建衡阳-茶陵-吉安铁路的关键性控制工程,洞身全长10 455 m,最大埋深750 m。该隧 道的地质构造复杂,断裂发育,岩石破碎,水量丰富。其涌水量是该隧道设计和施工的重要参数。在区域地质和构造调 查的基础上,本研究选择不同渗水岩性段进行了多口钻井（DK）及其水文地质试验,获得了一批宝贵的第一手隧道工程 地质和水文地质资料和数据。通过对这些资料和数据的分析和研究,确定了不同地质体的出水量和渗透系数。继而,按 钻井位置将该隧道划分为9 个不同涌水区段,运用不同方法对各个区段的涌水量进行了精细计算,预测5 个区段涌水量大, 分别为DK7+280-DK7+550（最大赋水段）、DK6+625-DK7+280（中等赋水段）、DK8+875-DK10+085（中等赋水段）、 DK11+570-DK11+770（中等赋水段）和DK13+570-DK13+930（中等赋水段）,施工过程中很可能产生突发涌水现象,建 议施工设计中采取有效防护措施,高度重视这些区段的工程质量。实践证明,本文的研究结果对嗣后的该隧道设计和施工 发挥了积极的指导作用,提高了施工质量。  相似文献   

A meltwater origin for Antarctic shelf bedforms with special attention to megalineations     

J. Shaw  A. Pugin  R.R. Young   《Geomorphology》2008,102(3-4):364-375

The geomorphology of troughs crossing the Antarctic shelf is described and interpreted in terms of ice-stream hydrology. The scale of tunnel channels on the inner shelf and the absence of sediment at their mouths are taken to infer catastrophic drainage. Drumlins on the inner and outer shelves with pronounced crescentic and hairpin scours are also interpreted as products of catastrophic flow. Gullies and channels on the continental slope and turbidites on the rise and abyssal plain point to abundant meltwater discharge across the shelf. Attempts to explain this morphology and sedimentology in terms of release or discharge of meltwater by pressure melting, strain heating, Darcian flow, or advection in deforming till are shown to be unrealistic. We suggest that meltwater flow across the middle and outer shelves might have been in broad, turbulent floods, which raises the possibility that megascale glacial lineations (MSGL) on the shelf might originate by erosion in turbulent flow. This possibility is explored by use of analogs for MSGL from flood and eolian landscapes and marine environments. An extended discussion reflects on objections that stand in the way of the flood hypothesis.  相似文献   

深埋长隧洞地质超前预报技术   总被引：3，自引：0，他引：3  

周春宏 《地质灾害与环境保护》2005,16(4):419-424

国内外已建成的各种不同用途的隧洞在掘进施工过程中常因发生不同程度的塌方、涌水、碎屑流、离地温、高地应力及岩爆、高瓦斯等地质灾害,考虑到我国近期有一系列深埋长隧洞工程,如南水北调西线工程、大伙房调水工程、锦屏二级水电站超深埋引水隧洞等急待建设工程,为避免施工过程中发生不可预见的地质灾害,故在工程施工过程中应加强地质超前预报工作,以减少投资风险．而提高预报的成功率则显得十分重要。  相似文献   

Simplified longitudinal seismic response of tunnels linings subjected to surface waves     

A.L. Sánchez-Merino  J. Fernández-SáezC. Navarro 《Soil Dynamics and Earthquake Engineering》2009

This paper presents an engineering approach for analysing the longitudinal behaviour of tunnels subjected to earthquakes. The tunnel is modelled as a Timoshenko beam connected to the far soil by means of continuous elastic support (Winkler model). Seismic free-field inputs, such as those caused by surface waves travelling parallel to the tunnel axis, were imposed at the base of the springs of the Winkler model, generating bending moments and shear forces on the cross-sections of the tunnel. Closed-form expressions of the tunnel displacements, shear forces, and bending moments were determined at any tunnel section in terms of the seismic excitation, tunnel geometry and material properties, and subgrade reaction modulus of the soil. A dimensional analysis was carried out to ascertain directly the maximum tunnel displacement, bending moment, and shear force.  相似文献   

隧道施工对泾县地震台DSQ倾斜仪观测影响分析     

郑海刚  王雪莹  何康  郎孝龄  汪丹丹  李军辉 《华南地震》2014,(4):84-87

在京福高铁泾县隧道施工期间,泾县地震台形变观测山洞5 km范围内有6处环境变化点,主要有隧道开挖和岩石堆积两种方式。在环境调查的基础上,通过各环境变化点的土石方量计算,分析了京福高铁隧道施工对泾县地震台DSQ倾斜仪观测数据的影响。结果显示:施工将会对泾县地震台DSQ倾斜仪观测的西端和南端产生影响。  相似文献   

Centrifuge modeling of interaction between reverse faulting and tunnel     

《Soil Dynamics and Earthquake Engineering》2014

In this study, a series of centrifuge tests, modeling reverse fault rupture with 60° dip angle, were conducted in a dry sandy soil with a tunnel embedded in the soil layer. The test results showed that the tunnel and soil responses depended on the tunnel position, soil relative density and tunnel rigidity. Tunnels appeared be able to deviate the fault rupture path, while this deviation may be associated with significant rotation and displacement of the tunnel. However, a deeper tunnel was able to diffuse the shear deformation to a wider zone with an unsmooth surface displacement which may cause severe damage to the surface structures. Finally, the tunnel rotation, the location of the fault outcropping, the vertical displacement of the ground surface, the effect of tunnel rigidity on fault rupture path and surface displacement and the effect of soil relative density on fault–tunnel interaction were reported and discussed in this study.  相似文献   

坑道直流电阻率测深异常研究   总被引：29，自引：3，他引：26       下载免费PDF全文

黄俊革  鲍光淑  阮百尧 《地球物理学报》2005,48(1):222-228

电阻率测深数据可利用抗道的四个面和四个角得到。但由于受到坑道本身和体积效应影响,坑道内电阻率测深资料解释的困难很大。本文用有限单元法对坑道内的直流电阻率测深进行数值模拟计算。首先给出坑道中正常电位的取值,并利用有限单元异常电位计算法对坑道内电阻率测深进行正演计算。结果表明,在异常体断面尺寸、埋深及所用电极距与坑道截面尺寸相差不大时,坑道面上的测深断面反映的基本是本坑道面外侧地质体的信息,对其他位置的地质体没有明显反映,坑道角断面则反映的是相邻两个坑道面外侧地质体的综合信息。  相似文献