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International Journal of Mining science and Technology 2017年第2期27卷 191-201页

作者： huang Gang kulatilake pinnaduwa h.s.w. shreedharan srisharan Cai sijing song hongqing school of Resources and Environmental Engineering Wuhan University of Technology school of Civil and Environmental Engineering University of Science and TechnologyBeijing Rock Mass Modeling and Computational Rock Mechanics Laboratories University of Arizona

An underground iron mine in China has been used as a case-study to research the subsidence due to ore extraction and backfilling during open stoping operations. A 3-D discontinuum numerical model was built incorporating geologic complexities including faults and interfaces between different lithologies,and the stoping and backfilling sequence adopted from the mine plans. The stoping was carried out in two vertically stacked horizontal layers, with a total of 16 stopes. Large displacements of up to 50 cm were observed along the roof of the stopes, and a maximum surface subsidence of 22.5 cm was *** was found to eliminate subsequent displacements and subsidence. The extraction of the upper orebody was found to influence displacements in the lower orebody. Finally, a subsidence profile was constructed to show the subsidence at all locations along the length of the surface and region of influence on the surface.

关键词： Underground iron mine Discontinuum numerical modeling Open stoping Backfill subsidence

Analysis of stress and failure in rock specimens with closed and open flaws on the surface

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Frontiers of structural and Civil Engineering 2021年第5期15卷 1222-1237页

作者： Amin MANOUChEhRIAN pinnaduwa h.s.w.kulatilake school of Resources and Environmental Engineering Jiangxi University of Science and TechnologyGanzhou 341000China

The influence of closed and open surface flaws on the stress distribution and failure in rock specimens is *** finite element models are developed to simulate the compression tests on flawed rock *** simulated specimens include those with closed flaws and those with open flaws on the *** analyses are conducted to investigate the influences of the flaw inclination,friction coefficient and the confining stress on failure *** results show significant differences in the stress,displacement,and failure behavior of the closed and open flaws when they are subjected to pure compression;however,their behaviors under shear and tensile loads are *** to the results,when compression is the dominant mode of stress applied to the flaw surface,an open flaw may play a destressing role in the rock and relocate the stress concentration and failure *** presented results in this article suggest that failure at the rock surface may be managed in a favorable manner by fabricating open flaws on the rock *** insights gained from this research can be helpful in managing failure at the boundaries of rock structures.

关键词： surface flaw heterogeneity circular hole numerical modeling relative displacement

Numerical study on rock failure around a tunnel destressed by a conceptualized notched technique

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Underground space 2022年第6期7卷 1086-1097页

作者： Amin Manouchehrian pinnaduwa h.s.w.kulatilake school of Resources and Environmental Engineering Jiangxi University of Science and TechnologyGanzhou 341000China

A destressing method for reducing the strainburst risk in burst-prone grounds is *** this method,the rock is destressed by cutting notches at the excavation ***,the concept of the proposed method is described both analytically and ***,the method is applied to a tunneling *** numerical models are built to study the destressing process and the failure mechanism around a circular *** show that when the notch is added to the model,the rock at the tunnel wall is destressed,and the stress concentration zones shift to a farther distance away from the ***,the analysis of the failure zone around the tunnel and the velocity of the failed elements show that the failure in the notched tunnel is less violent compared to that in the tunnel without the ***,a parametric study is conducted to investigate the influences of the notch dimensions on the stress distribution,deformation,and failures around the tunnel.

关键词： strainburst Destressing Deep excavation Notched tunnel Rock violent failure

stress and deformation analysis of gob-side pre-backfill driving procedure of longwall mining:a case study

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International Journal of Coal science & Technology 2021年第6期8卷 1351-1370页

作者： Rui wu Penghui Zhang pinnaduwa h.s.w.kulatilake hao Luo Qingyuan he school of Resources and Environmental Engineering Jiangxi University of Science and TechnologyGanzhou 341000China state Key Laboratory of Coal Resources and safe Mining School of MinesChina University of Mining and TechnologyXuzhou 221116China

At present,non-pillar entry protection in longwall mining is mainly achieved through either the gob-side entry retaining(GER)procedure or the gob-side entry driving(GED)*** GER procedure leads to difficulties in maintaining the roadway in mining both the previous and current panels.A narrow coal pillar about 5-7 m must be left in the GED procedure;therefore,it causes permanent loss of some *** gob-side pre-backfill driving(GPD)procedure effectively removes the wasting of coal resources that exists in the GED procedure and finds an alternative way to handle the roadway maintenance problem that exists in the GER *** FLAC^(3D) software was used to numerically investigate the stress and deformation distributions and failure of the rock mass surrounding the previous and current panel roadways during each stage of the GPD procedure which requires"twice excavation and mining".The results show that the stress distribution is slightly asymmetric around the previous panel roadway after the"primary excavation".The stronger and stiffer backfill compared to the coal turned out to be the main bearing body of the previous panel roadway during the"primary mining".The highest vertical stresses of 32.6 and 23.1 MPa,compared to the in-situ stress of 10.5 MPa,appeared in the backfill wall and coal seam,*** the"primary mining",the peak vertical stress under the coal seam at the floor level was slightly higher(18.1 MPa)than that under the backfill(17.8 MPa).After the"secondary excavation",the peak vertical stress under the coal seam at the floor level was slightly lower(18.7 MPa)than that under the backfill(19.8 MPa);the maximum floor heave and maximum roof sag of the current panel roadway were 252.9 and 322.1 mm,*** the"secondary mining",the stress distribution in the rock mass surrounding the current panel roadway was mainly affected by the superposition of the front abutment pressure from the current panel and the side abutment p

关键词： Gob-side pre-backfill driving procedure Floor heave Roadway stability stress distribution Abutment pressure

Crack initiation stress and strain of jointed rock containing multi-cracks under uniaxial compressive loading: A particle flow code approach

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Journal of Central south University 2015年第2期22卷 638-645页

作者：范祥 kulatilake P h.s.w.陈新曹平 school of Resources and safety Engineering Central South University Rock Mass Modeling and Computational Rock Mechanics Laboratories University of Arizona school of Mechanics and Civil Engineering China University of Mining and Technology (Beijing)

The ratio of crack initiation stress to the uniaxial compressive strength(sCI,B/sUC,B) and the ratio of axial strain at the crack initiation stress to the axial strain at the uniaxial compressive strength(B,UCB,CI,A,A/ssss) were studied by performing numerical stress analysis on blocks having multi flaws at close spacing's under uniaxial loading using PFC3 D. The following findings are obtained: sCI,B/sUC,B has an average value of about 0.5 with a variability of ± 0.1. This range agrees quite well with the values obtained by former research. For joint inclination angle, β=90°,B,UCB,CI,A,A/ssss is found to be around 0.48 irrespective of the value of joint continuity factor, k. No particular relation is found betweenB,UCB,CI,A,A/ssss and β; however, the average B,UCB,CI,A,A/ssss seems to slightly decrease with increasing k. The variability ofB,UCB,CI,A,A/ssss is found to increase with *** on the cases studied in th.s.w.rk,B,UCB,CI,A,A/ssss ranges between 0.3 and 0.5. This range is quite close to the range of 0.4to 0.6 obtained for sCI,B/sUC,B. The highest variability of ± 0.12 forB,UCB,CI,A,A/ssss is obtained for k=0.8. For the remaining k values the variability ofB,UCB,CI,A,A/ssss can be expressed within ± 0.05. This finding is very similar to the finding obtained for the variability of sCI,B/sUC,B.

关键词： jointed rock multi flaws uniaxial loading PFC3D model crack initiation stress(sCI B) axial strain at crack initiation

Formation mechanism of a rainfall triggered complex landslide in southwest China

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Journal of Mountain science 2020年第5期17卷 1128-1142页

作者： hUANG Qiu-xiang XU Xiang-tao P.h.s.w.kulatilake LIN Feng state Key Lab of Geohazard Preventionand Environment Protection(sKLGP) Chengdu University of Technology(CDUT)Chengdu 610059China Rock Mass Modeling and Computational Rock Mechanics Laboratories University of ArizonaTucsonAZ 85721USA school of Resources and Environmental Engineering Jiangxi University of Science and TechnologyGanzhou 341000China

This case study is about a landslide that occurred after 4 days of heavy rainfall,in the morning of June 29,2012,in Cengong County,Guizhou Province of China,geographical coordinated 108°20′-109°03′E,27°09′-27°32′N,with an estimated volume of 3.3×106 *** fully investigate the landslide process and formation mechanism,detailed geotechnical and geophysical investigations were performed including borehole drilling,sampling,and laboratory tests coupled with monitoring of ***,a combined seepage-slope stability modeling was performed to study the behavior of the *** the heavy rainfall event,the sliding process started in this *** landslide development can be divided into different *** man-made fill area,spatially distributed in the south side of the landslide area with low elevations,slid first along the interface between the slope debris and the strongly weathered bedrock roughly in the Ew ***,due to severe lateral shear disturbance,the slope in the main sliding zone slid next towards the sw direction,along the sliding surface developed within the strongly weathered calcareous shale formation located at a depth of 25-35 *** means it was a rainfall triggered deep-seated ***,retrogressive failure of a number of upstream blocks occurred,which moved in more than one *** initial failure of the man-made fill area was the‘engine’of the whole instability *** artificial material with low permeability,piled up in the accumulation area of surface and sub-surface and destroyed the drainage capacity of the *** numerical modeling results agreed with the analysis results obtained from the laboratory and field investigations.A conceptual model is given to illustrate the formation mechanism and development process of the landslide.

关键词： Complex landslide Man-made fill shale formation Lateral shear failure Conceptual model

Investigation of stability of a tunnel in a deep coal mine in China

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International Journal of Mining science and Technology 2013年第4期23卷 567-577页

作者： kulatilake P.h.s.w. wu Qiong Yu Zhengxing Jiang Fuxing Geological Engineering Program Department of Materials Science & Engineering University of Arizona Faculty of Engineering China University of Geosciences China Academy of safety science and Technology school of Civil and Environmental Engineering University of Science and Technology Beijing

stability level of tunnels that exist in an underground mine has a great influence on the safety,production and economic performance of *** of stability for soft-rock tunnels is an important task for deep coal mines located in high in situ stress *** the available information on stratigraphy,geological structures,in situ stress measurements and geo-mechanical properties of intact rock and discontinuity interfaces,a three-dimensional numerical model was built by using 3DEC software to simulate the stress conditions around a tunnel located under high in situ stress conditions in a coal rock mass in *** were conducted for several tunnel shapes and rock support *** obtained for the distribution of failure zones,and stress and displacement felds around the tunnel were compared to select the best tunnel shape and support pattern to achieve the optimum stability conditions.

关键词： Coal mine Tunnel stability high in situ stress Numerical modeling 3DEC

基于二维经验分布的不连续面产状Monte Carlo模拟

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岩石力学与工程学报 2015年第S2期34卷 3922-3929页

作者：郑俊 kulatilake P h.s.w.邓建辉魏进兵浙江大学建筑工程学院浙江杭州310058 四川大学水力学与山区河流开发保护国家重点实验室四川成都610065 亚利桑那大学岩体模拟与计算力学实验室

描述不连续面产状的概率分布主要有:Fisher分布、Bingham分布和双正态分布。然而大部分实际岩体中不连续面产状统计特性不适用于这些理论分布。因此二维经验分布(根据实测产状而获得)是呈现实际岩体中不连续面产状比较有效的分布。本文... 详细信息

描述不连续面产状的概率分布主要有:Fisher分布、Bingham分布和双正态分布。然而大部分实际岩体中不连续面产状统计特性不适用于这些理论分布。因此二维经验分布(根据实测产状而获得)是呈现实际岩体中不连续面产状比较有效的分布。本文目的是介绍基于二维经验分布进行不连续面产状Monte Carlo模拟的方法,并利用Excel VBA开发了一款名为EMCsDO的程序。EMCsDO是为科研人员和工程师免费设计的,只需掌握一点计算机知识就能够快速掌握它的操作。最后给出2个算例,结果表明:(1)EMCsDO的模拟效果比较理想;(2)利用Monte Carlo模拟不连续面产状时,首先应检验样本产状对上述理论分布的拟合度,若能找到满足样本产状的理论分布,优先选用理论分布进行模拟,若找不到则用本文介绍的二维经验分布进行模拟。

关键词：岩石力学岩体节理网络结构面赤平投影拟合 x^(2)检验

A New stereo-Analytical Method for Determination of Removal Blocks in Discontinuous Rock Masses

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A New Stereo-Analytical Method for Determination of Removal ...

作者： P.h.s.w.kulatilake Department of Mining & Geological Engineering University of Arizona

summary:The paper provides a new stereo-analytical method,which is a combination of the stereographic method and analytical methods,to separate finite removable blocks from the infinite and tapered blocks in discontinuous rock *** methodology has applicability to both convex and concave *** of the methodology is illustrated through *** of this method to the existing block theory procedures available in the literature improves the capability of block theory in solving practical problems in rock engineering.

关键词： rock mass stability jointed rock masses block theory stereo-analytical method

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巷道齿状阻波墙厚度及设置方式优化研究

地下空间与工程学报 2022年第S1期18卷 57-64页

作者：黄敏 kulatilake P h.s.w.郭晓强邓骐宁黄明清紫金矿业集团股份有限公司福建上杭364200 江西理工大学资源与环境工程学院江西赣州341000 紫金(长沙)工程技术有限公司长沙410000 亚利桑那大学岩体模拟与计算力学实验室亚利桑那州图森85721 福州大学紫金地质与矿业学院福州350108

采空区综合治理是削弱或消除采空区安全隐患的具体措施。在研究国内外采空区治理现状的基础上,对封堵隔离方式进行了深入研究,从采空区顶板岩块冒落可能形成的两种冲击气浪形式出发,对岩块冒落诱导的风流速度进行了推导,分析了齿状阻波... 详细信息

采空区综合治理是削弱或消除采空区安全隐患的具体措施。在研究国内外采空区治理现状的基础上,对封堵隔离方式进行了深入研究,从采空区顶板岩块冒落可能形成的两种冲击气浪形式出发,对岩块冒落诱导的风流速度进行了推导,分析了齿状阻波墙的作用机理及受力状态,并就齿状阻波墙厚度、数量及设置方式进行理论与数值模拟计算分析。研究结果表明:钢筋混凝土齿状阻波墙理论计算厚度为1.5 m~2.5 m,其阻波效果随墙体面积减小而减小,但墙体面积越小则要求墙体厚、数量多;当阻波墙面积占巷道断面面积约1/2时,墙体阻波效果及墙体数量、厚度能达到较好效果,对于人员、设备通行也较为方便,可作为巷道及采空区封堵隔离的推广形式。研究结果可为构筑齿状阻波墙提供科学依据,为实现安全生产条件重构提供强有力的技术支撑。

关键词：采空区齿状阻波墙冲击波综合治理