岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2009年
7期
2141-2146
,共6页
周春梅%章泽军%徐大杰%王生维%李先福
週春梅%章澤軍%徐大傑%王生維%李先福
주춘매%장택군%서대걸%왕생유%리선복
古构造应力%构造模拟%危险性预测%节理%岩体力学
古構造應力%構造模擬%危險性預測%節理%巖體力學
고구조응력%구조모의%위험성예측%절리%암체역학
paleo-tectonic stress%tectonic modeling%hazard prediction%joint%rock mass mechanics
在精确确定构造序列与构造格架的基础上,探索出一套从建立构造模型、确定边界条件、选取岩体力学参数与危险性判断准则、计算古构造应力值、预测危险区与安全岛的基本思路与方法.采用有限元法,建立了矿区平面应力与三维构造模型,从加载方式和加载大小两方面模拟历史时期作用于成庄煤矿上的古构造应力.根据地表岩体和深部煤层中的节理,计算其内摩擦角和岩体抵抗变形破坏的能力,获得了古构造应力作用下地表表层、3#煤层的临界区、危险区与安全区.结合研究区节理、断层、褶皱、陷落柱等构造形迹特征,对危险性分区进行综合预测.预测结果揭示,山西晋城成庄煤矿区存在先南北向、后东西向的两期大的古构造运动,即先东西向加载60 MPa,再南北向加载110~180 MPa,可能的危险区分东、西两带,该结论对煤层岩体应力集中带和瓦斯突出区的预测具有重要的意义.
在精確確定構造序列與構造格架的基礎上,探索齣一套從建立構造模型、確定邊界條件、選取巖體力學參數與危險性判斷準則、計算古構造應力值、預測危險區與安全島的基本思路與方法.採用有限元法,建立瞭礦區平麵應力與三維構造模型,從加載方式和加載大小兩方麵模擬歷史時期作用于成莊煤礦上的古構造應力.根據地錶巖體和深部煤層中的節理,計算其內摩抆角和巖體牴抗變形破壞的能力,穫得瞭古構造應力作用下地錶錶層、3#煤層的臨界區、危險區與安全區.結閤研究區節理、斷層、褶皺、陷落柱等構造形跡特徵,對危險性分區進行綜閤預測.預測結果揭示,山西晉城成莊煤礦區存在先南北嚮、後東西嚮的兩期大的古構造運動,即先東西嚮加載60 MPa,再南北嚮加載110~180 MPa,可能的危險區分東、西兩帶,該結論對煤層巖體應力集中帶和瓦斯突齣區的預測具有重要的意義.
재정학학정구조서렬여구조격가적기출상,탐색출일투종건립구조모형、학정변계조건、선취암체역학삼수여위험성판단준칙、계산고구조응력치、예측위험구여안전도적기본사로여방법.채용유한원법,건립료광구평면응력여삼유구조모형,종가재방식화가재대소량방면모의역사시기작용우성장매광상적고구조응력.근거지표암체화심부매층중적절리,계산기내마찰각화암체저항변형파배적능력,획득료고구조응력작용하지표표층、3#매층적림계구、위험구여안전구.결합연구구절리、단층、습추、함락주등구조형적특정,대위험성분구진행종합예측.예측결과게시,산서진성성장매광구존재선남북향、후동서향적량기대적고구조운동,즉선동서향가재60 MPa,재남북향가재110~180 MPa,가능적위험구분동、서량대,해결론대매층암체응력집중대화와사돌출구적예측구유중요적의의.
Based on the accurate determination of structural sequence and framework, a set of thinking and approaches were explored which includes establishing structure model, determining boundary conditions, selecting mechanical parameters and hazard prediction criterion of rock masses, calculating the value of paleo-tectonic stress, and predicting hazard areas and safety island. The plane stress model and three dimensional model were established by using of finite element method. Paleo-tectonic stress acted on Chengzhuang mine were simulated from its loading way and loading value. By the joint of rock of earth surface and coal bed ,we can calculate its internal frictional angle and ability of resistance to distortion, and obtain the critical region, risk region and safety region of ground surface and coal seam 3#. Combined with the structural features of joints, faults, folds, and subsided columns of studying area, we can integrate forecast the hazard zonation of the mine. The prediction results reveal that there are two large stage paleo-tectonic movement at Chengzhuang Coal Mining Area of Jincheng in Shanxi province; first with the north-south direction and later with west -east direction, first loading 60 MPa toward west-east and later loading 110-180 MPa toward north-south, the possible hazard area separated into eastern zone and western zone. The conclusions have important significance for the prediction of coal rock mass stress concentrated zone and gas outburst area.