中坝隧道地下分水岭演化的数值模拟分析     

廖晓超  许模  蒋莉  赵瑞  苟敬 《地下水》2014,(1):48-49,52

由于铁路隧道的施工,地下水进入隧道,形成了新的排泄基准面,对区域地下水环境产生较大影响,故对该类问题进行深入研究具有重要的工程实践意义。以中坝岩溶隧道为例,采用Visual modflow对中坝隧道进行三维数值模拟,模拟中坝隧道开挖建设后,地下分水岭的演化过程,以此来探讨分析其对地下水环境的影响。  相似文献   

隧道区滑坡防治方案研究     

成永刚  王全才  范安军 《地质灾害与环境保护》2014,25(4):30-36

分析滑坡区隧道的主要病害特征和滑坡与隧道病害的相互关系。对隧道区的滑坡防治进行系统的分析与研究,针对性地提出了安全、经济的防治方案,为今后隧道区的滑坡防治方案提供参考。  相似文献   

Analytical modeling of a deep tunnel inside a poro-viscoplastic rock mass accounting for different stages of its life cycle     

《Computers and Geotechnics》2014

An analytical approach of the viscoplastic behavior of a porous saturated rock mass surrounding a deep tunnel in different stages of a simplified life cycle is presented. The viscoplasticity is modeled by means of a simple (linear) Norton-Hoff’s law. Some numerical examples are performed to examine the consistency and relevance of the solutions. Parametric studies illustrate the influence of key parameters such as rock mass viscosity, Poisson’s ratio, rock mass permeability, lining emplacement, etc. This analytical approach constitutes a useful reference to facilitate more complex numerical simulation and making it possible to obtain practical estimations of the poromechanical behavior of underground structures.  相似文献   

Robust and reliable metamodels for mechanized tunnel simulations     

《Computers and Geotechnics》2014

The main objective of this paper is to construct a robust and reliable metamodel for the mechanized tunnel simulation in computationally expensive applications. To accomplish this, four metamodeling approaches have been implemented and their performance has been systematically evaluated through a comparative study utilizing pure mathematical test functions. These metamodels are quadratic polynomial regression, moving least squares, proper orthogonal decomposition with radial basis functions, and an extended version of the latest approach. This extended version has been proposed by the authors and named proper orthogonal decomposition with extended radial basis functions. After that, a system identification study for mechanized tunneling has been conducted through the back analysis of synthetic measurements. In this study, the best performing metamodel, that is the one suggested by the authors, has been employed to surrogate a complex and computationally expensive 3D finite element simulation of the mechanized tunnel. The obtained results demonstrate that the proposed metamodel can reliably replace the finite element simulation model and drastically reduce the expensive computation time of the back analysis subroutine.  相似文献   

The sediment infill of subglacial meltwater channels on the West Antarctic continental shelf     

James A. Smith  Claus-Dieter Hillenbrand  Alastair G.C. Graham 《Quaternary Research》2009,71(2):190-200

Subglacial meltwater plays a significant yet poorly understood role in the dynamics of the Antarctic ice sheets. Here we present new swath bathymetry from the western Amundsen Sea Embayment, West Antarctica, showing meltwater channels eroded into acoustic basement. Their morphological characteristics and size are consistent with incision by subglacial meltwater. To understand how and when these channels formed we have investigated the infill of three channels. Diamictons deposited beneath or proximal to an expanded grounded West Antarctic Ice Sheet are present in two of the channels and these are overlain by glaciomarine sediments deposited after deglaciation. The sediment core from the third channel recovered a turbidite sequence also deposited after the last deglaciation. The presence of deformation till at one core site and the absence of typical meltwater deposits (e.g., sorted sands and gravels) in all three cores suggest that channel incision pre-dates overriding by fast flowing grounded ice during the last glacial period. Given the overall scale of the channels and their incision into bedrock, it is likely that the channels formed over multiple glaciations, possibly since the Miocene, and have been reoccupied on several occasions. This also implies that the channels have survived numerous advances and retreats of grounded ice.  相似文献   

Brittle Rock Failure in the Steg Lateral Adit of the Lötschberg Base Tunnel     

F. Rojat  V. Labiouse  P. K. Kaiser  F. Descoeudres 《Rock Mechanics and Rock Engineering》2009,42(2):341-359

Summary  During the crossing of brittle rock formations at the L?tschberg base tunnel, failure phenomena have been observed both at the tunnel face and at the walls. A detailed analysis has been undertaken to explain these behaviours, based on the recent developments of Canadian research on brittle failure mechanisms. At the tunnel walls, a very good agreement is found between the calculated and observed damage and between two prediction methods, i.e. a semi-empirical failure criterion and elastic calculations with the “brittle Hoek-Brown parameters.” Near the face, due to the 3D nature of the stress conditions, some limitations of these approaches have been highlighted, and the growth of wall failure has been analysed. This research allowed a better understanding of the brittle rock mass behaviour at the L?tschberg base tunnel and showed that brittle failure processes dominate the behaviour of deep, highly stressed excavations in massive to moderately jointed rock. It also illustrates where improvements to the adopted approaches are required.  相似文献   

The safety distance of a tunnel under-traversing a slope body with a landslide-prone zone     

《地震研究进展（英文）》2021,1(3):100059

At present, substantial scientific research achievements have been made in the research on landslide occurrence, movement mechanism, mitigation measures, and structural stability during tunnel excavation. However, the interaction mechanism of a tunnel under-traversing a slope body with potential landslides is still not well understood. Based on the field data provided by previous investigations in the study area, six sets of 1:100 laboratory experiment model tests were conducted to study the stability of the landslide-prone zone of the slope body with an under-traversing tunnel. The selected distances between the tunnel and the sliding surface are 1.5, 3, and 5 times of the tunnel diameter, respectively. The experiment results show the interaction between the landslide-prone zone and the tunnel, elucidating the effect of potential landslides during the tunnel excavation process and the reaction of the landslide slip on the tunnel structure. Several conclusions are obtained: ① During the process of tunnel excavation, the vertical displacement of the tunnel vault decreases with the increase of the buried depth. ② The vertical displacement of the sliding surface increases with the increase of the buried depth of the tunnel. The horizontal displacement of sliding surface decreases with the increase of the buried depth. ③ After the occurrence of a rainfall-induced landslide, the vertical displacement of the tunnel vault in the 1.5-diameter-distance case is 57.29% greater than that in the 3.0-dismeter-distance case.④ For a two-cave tunnel, it is suggested that the cave farther from the landslide toe should be firstly excavated since it may generate less structural deformation.  相似文献   

矿山巷道三维建模数据组织与算法研究     

侯建光  朱月霞  宋震 《国土资源信息化》2014,(5):29-33

巷道作为矿山的重要组成部分,在矿山开发建设过程中发挥着重要作用,基于虚拟现实技术的巷道三维模拟能够为采矿工程、安全生产、施工、人员及设备管理等提供直观的数据展示和决策支持,其精确程度直接影响着矿山的工程质量与采选能力。本文主要探讨巷道三维建模数据组织方法,直壁拱形断面巷道三维建模的关键算法,并基于实验数据,利用OGRE三维引擎技术完成巷道三维自动建模,验证了数据组织和算法的有效性和优越性。  相似文献   

桥梁与隧道GPS网的设计与应用     

姚连璧 《测绘学院学报》1999,(3)

计算了江阴公路长江大桥GPS网所能达到的精度,阐述了隧道GPS网布设的一般规律,对长梁山13km隧道实测GPS网进行了计算。从比较分析可以看出:1)GPS网能够满足桥梁和隧道工程的精度要求;2)在GPS网中适当加入一些高精度的边长有利于提高GPS网的精度和可靠性,并使得最后GPS网的尺度与施工测量时保持一致;3)GPS用于隧道与桥梁工程测量具有精度高、工期短、效益高等特点。  相似文献   

西园隧洞引水工程对滇池COD_Mn的影响分析     

李锦秀  刘树坤  李术军 《湖泊科学》1998,10(2):78-84

本文在滇池湖流特性研究的基础上,建立了滇池平面二维ＣＯＤＭｎ输移扩散数学模型, 模型对污染物进入滇池水体后的输移扩散规律进行模拟分析,对滇池周围西园隧洞引水工程第一系列污染控制工程措施对滇池主要污染指标ＣＯＤＭｎ的影响进行评价,为综合治理滇池提供了理论依据。  相似文献