Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading     

《Computers and Geotechnics》2017

The stability of tunnels is an important problem in geotechnical engineering. Most of the previous studies dealing with the stability of unlined tunnels are deterministic in nature and do not consider the soil spatial variability. This study investigates the influence of spatial variability on the undrained stability of an unlined circular tunnel, using Random Adaptive Finite Element Limit Analysis (RAFELA). The effect of spatial variability is investigated for tunnels having two different ratios of γD/c_u, for different spatial correlation lengths and tunnel depths. The results indicate that the effect of spatial variability depends on γD/c_u and the depth of the tunnel.  相似文献   

Influence of spatially random soil on lateral thrust and failure surface in earth retaining walls     

Udit Shankar Dasgupta  Vinay Bhushan Chauhan 《Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards》2017,11(3):247-256

The present study investigates the influence of spatial variability of soil properties on the lateral thrust and failure surface of a 6?m high frictionless rigid earth retaining wall in active condition. The drained friction angle of the soil is modelled as a log-normal anisotropic random field in two dimensions, using the Cholesky decomposition technique. The effect of horizontal and vertical scale of fluctuation is observed on the lateral thrust. The failure surface in the backfill is found to be more or less similar for different combinations of spatial variability in vertical and horizontal directions. Monte-Carlo simulation technique is used to compute the probability of failure and to obtain the worst-case spatial variability configuration.  相似文献   

泸州市电业局石马山边坡可靠度分析     

王俊  赵其华 《四川地震》2009,(1)

边坡稳定性的分析是边坡工程中最关键的,如何准确评价其稳定性是岩土工程界的热点问题。本文将Monte Carlo法应用于边坡稳定性的分析评价中,借助传统的极限平衡理论,建立边坡稳定的极限状态功能函数,并采用MATLAB语言编制Monte Carlo法计算边坡可靠度的计算机程序,从而获得边坡的失效概率与可靠度指标。相比传统的极限平衡理论,基于可靠度的分析方法能够更直观的反应边坡稳定性的现状,从而为工程人员提供更为可靠有效的帮助。  相似文献   

随机模拟法与传统方法推求设计防洪库容优劣的初步研究   总被引：5，自引：1，他引：4       下载免费PDF全文

陈元芳 《水科学进展》2000,11(1):64-69

在设定总体洪水随机模型的前提下,利用Monte-Carlo方法对随机模拟法及传统方法推求设计防洪库容优劣作了初步对比研究。所考虑评价标准是设计防洪库容估计的不偏性及有效性,水库调洪方式采用削平头法,传统方法在推求设计洪水过程线时,考虑了同频率及同倍比两种放大法。计算结果初步表明,在模型形式正确的情况下,随机模拟法比传统方法能提高设计防洪库容的计算精度,同频率法推求设计防洪库容精度比同倍比法一般要好。  相似文献   

采用Monte-Carlo模拟技术计算裂隙岩体的分维数   总被引：8，自引：0，他引：8  

柴军瑞 《水文地质工程地质》2000,27(2):12-13

采用结构面现场测量及统计分析建立岩体结构的概率模型,进而采用Monte-Carlo模拟技术生成岩体裂隙网络模型,由生成的岩体裂隙网络模型计算岩体裂隙分布的分维数;并给出了工程应用实例。  相似文献   

基于ABAQUS-ANFIS-MCS的岩质边坡可靠性分析   总被引：1，自引：1，他引：0  

曾晟  孙冰  杨仕教  戴剑勇 《岩土力学》2007,28(12):2661-2665

针对岩质边坡工程稳定性分析中参数的不确定性,基于ABAQUA建立了平面破坏型边坡有限元分析模型。并用该模型进行了边坡稳定状态的数值模拟,以获得进行ANFIS分析的数据。同时基于自适应神经模糊推理系统建立了岩体力学参数与边坡抗滑力和下滑力的映射模型,分析得到抗滑力和下滑力的统计特征。根据蒙特卡罗模拟方法用MATLAB语言编写了求解边坡的破坏概率和可靠度的计算程序,对湖南雪峰水泥原料矿山的露天矿边坡进行可靠度分析。研究结果表明,该方法具有避免编写冗长的有限元计算程序、节省机时、计算精度高的优点。  相似文献   

风暴液化沉积的波动分选Monte-Carlo模拟     

刘志钦  李小龙  方钟波  任宇鹏  许国辉 《海洋通报》2019,38(3)

风暴潮会引起近岸沉积物再沉积,重新沉积的沉积物具有上细下粗的正粒序排列特征。通过风暴液化沉积模拟试验,我们研究了液化沉积物波动分选的问题,即试验堆中不同粒径颗粒的成层问题。为了更好地了解颗粒成层问题,基于MonteCarlo方法,本文根据简化后的砂砾碰撞模型模拟了液化波动后砂砾的分层并给出了砂砾碰撞轨迹图及液化波动分布图。结果解释了两个关键问题:(1)液化沉积物在长时间的波动振荡过程后,相对粗的颗粒在液化沉积物层的下部聚集较多,上部较少,相对细的颗粒在液化沉积物层的上部聚集较多,下部较少;(2)作为标识的砂和砾石没有集中在样品柱的下部。  相似文献   

FSRQ 0208-512的光学波段长周期光变分析和色指数变化研究          下载免费PDF全文

陆林  张皓晶  任国伟  张欢  晏培琳  马凯旋 《天文学报》2021,62(3):32

从SMARTS (The Small and Moderate Aperture Research Telescope System)数据库,收集到了平谱射电类星体(FRSQ) 0208-512天体光学波段B、 V、 R的观测数据,数据从2008年2月–2017年8月,时间跨度近10 yr.分别获得了光学B波段数据627组、V波段数据634组、 R波段数据639组.通过加权小波Z变换法(WWZ)和蒙特卡洛模拟的LombScargle periodogram (LSP)方法研究得出了如下结论:(1)在两种方法中都得到了光学B、V、R 3个波段有可能存在396 d左右约为1.08 yr的周期性光变;(2)得到了B波段星等B与光学波段色指数(B-V)呈正相关关系,当B星等越小时色指数(B-V)越小,即越亮越蓝;(3)通过光学3个波段的1.08 yr的长周期光变得到天体中心黑洞质量M约为0.12×106M⊙,辐射区半径RM=1.052×108km,其中M⊙为太阳质量.  相似文献   

中国东南沿海区域台风数值模拟与危险性分析     

郭云霞  侯一筠  齐鹏 《海洋科学》2020,44(4):1-12

通过网格定点法对我国东南沿海区域性台风危险性进行了分析。利用对各网格点有影响的历史台风数据,建立了各网格点的台风关键参数的最优概率模型。利用Monte-Carlo方法产生每个网格点1000年间的虚拟台风事件。采用YanMeng(YM)风场模型模拟了100个历史台风的最大风速,通过使这些最大风速与观测的最大风速误差和最小,建立了一组新的计算最大风半径Rmax和Holland气压参数B的公式,结果表明新的台风参数计算方案效果良好。利用新的参数计算方案、YM风场模型、特定地点的台风衰减模型以及合适的极值分布模型,预测了各个网格点不同重现期的极值风速,进而绘制了台风多发区域的设计风速图。最后研究了不同B模型、Rmax模型和极值分布模型对预测的极值风速的影响。可以为结构抗风设计和台风防灾减灾提供新的参考。  相似文献   

Effect of permeability variations on solute transport in highly heterogeneous porous media     

Kaili Wang Guanhua Huang 《Advances in water resources》2011,34(6):671-683

The effect of aquifer heterogeneity on flow and solute transport in two-dimensional isotropic porous media was analyzed using the Monte Carlo method. The two-dimensional logarithmic permeability (ln K) was assumed to be a non-stationary random field with its increments being a truncated fractional Lévy motion (fLm). The permeability fields were generated using the modified successive random additions (SRA) algorithm code SRA3DC [http://www.iamg.org/CGEditor/index.htm]. The velocity and concentration fields were computed respectively for two-dimensional flow and transport with a pulse input using the finite difference codes of MODFLOW 2000 and MT3DMS. Two fLm control parameters, namely the width parameter (C) and the Lévy index (α), were varied systematically to examine their effect on the resulting permeability, flow velocity and concentration fields. We also computed the first- and second-spatial moments, the dilution index, as well as the breakthrough curves at different control planes with the corresponding concentration fields. In addition, the derived breakthrough curves were fitted using the continuous time random walk (CTRW) and the traditional advection-dispersion equation (ADE). Results indicated that larger C and smaller α both led to more heterogeneous permeability and velocity fields. The Lévy-stable distribution of increments in ln K resulted in a Lévy-stable distribution of increments in logarithm of the velocity (ln v). Both larger C and smaller α created sharper leading edges and wider tailing edges of solute plumes. Furthermore, a relatively larger amount of solute still remained in the domain after a relatively longer time transport for smaller α values. The dilution indices were smaller than unity and increased as C increased and α decreased. The solute plume and its second-spatial moments increased as C increased and α decreased, while the first-spatial moments of the solute plume were independent of C and α values. The longitudinal macrodispersivity was scale-dependent and increased as a power law function of time. Increasing C and decreasing α both resulted in an increase in longitudinal macrodispersivity. The transport in such highly heterogeneous media was slightly non-Gaussian with its derived breakthrough curves being slightly better fitted by the CTRW than the ADE, especially in the early arrivals and late-time tails.  相似文献