岩土力学
巖土力學
암토역학
Rock and Soil Mechanics
2015年
11期
3111-3120
,共10页
张士川%郭惟嘉%孙文斌%李扬杨%王海龙
張士川%郭惟嘉%孫文斌%李颺楊%王海龍
장사천%곽유가%손문빈%리양양%왕해룡
深部开采%隐伏构造%活化突水%试验研究
深部開採%隱伏構造%活化突水%試驗研究
심부개채%은복구조%활화돌수%시험연구
deep mining%concealed structure%activation of water inrush%experimental study
深部开采突水具有突发性、滞后性和强致灾性等特点,研究突水通道成因、演变规律和致灾机制成为控制深部开采底板突水的关键。大量的防治水实践和理论证实,构造突水通道一般发生在构造与岩层接触面处,为此建立隐伏构造条块体突水判据模型,应用剪切破坏理论方法得到突水理论判据;借助深部承压水上底板断层扩展活化及导水通道演化物理模拟试验,研制了固-流耦合相似材料,选取模拟断层破坏活化的材料并进行了模拟材料的可行性分析;试验直观地展现了含隐伏断层底板在采动应力扰动和高承压水共同作用下底板裂隙形成、隐伏断层扩展、突水通道贯通的全过程。通过对试验监测数据和现象的解读,揭示了应力场-渗流场耦合作用下承压水体上采煤底板滞后突水的机制,并对突水路径形成的时空规律进行了分析探讨,为研究深部开采构造突水提供了新的方法和认识。
深部開採突水具有突髮性、滯後性和彊緻災性等特點,研究突水通道成因、縯變規律和緻災機製成為控製深部開採底闆突水的關鍵。大量的防治水實踐和理論證實,構造突水通道一般髮生在構造與巖層接觸麵處,為此建立隱伏構造條塊體突水判據模型,應用剪切破壞理論方法得到突水理論判據;藉助深部承壓水上底闆斷層擴展活化及導水通道縯化物理模擬試驗,研製瞭固-流耦閤相似材料,選取模擬斷層破壞活化的材料併進行瞭模擬材料的可行性分析;試驗直觀地展現瞭含隱伏斷層底闆在採動應力擾動和高承壓水共同作用下底闆裂隙形成、隱伏斷層擴展、突水通道貫通的全過程。通過對試驗鑑測數據和現象的解讀,揭示瞭應力場-滲流場耦閤作用下承壓水體上採煤底闆滯後突水的機製,併對突水路徑形成的時空規律進行瞭分析探討,為研究深部開採構造突水提供瞭新的方法和認識。
심부개채돌수구유돌발성、체후성화강치재성등특점,연구돌수통도성인、연변규률화치재궤제성위공제심부개채저판돌수적관건。대량적방치수실천화이론증실,구조돌수통도일반발생재구조여암층접촉면처,위차건립은복구조조괴체돌수판거모형,응용전절파배이론방법득도돌수이론판거;차조심부승압수상저판단층확전활화급도수통도연화물리모의시험,연제료고-류우합상사재료,선취모의단층파배활화적재료병진행료모의재료적가행성분석;시험직관지전현료함은복단층저판재채동응력우동화고승압수공동작용하저판렬극형성、은복단층확전、돌수통도관통적전과정。통과대시험감측수거화현상적해독,게시료응력장-삼류장우합작용하승압수체상채매저판체후돌수적궤제,병대돌수로경형성적시공규률진행료분석탐토,위연구심부개채구조돌수제공료신적방법화인식。
Deep mining water inrush has the characteristics of sudden, hysteretic nature and strong induced disaster, and studying the water inrush channel genesis, evolution and disaster causing mechanism become the key to the control of deep mine water inrush. A lot of water prevention practice and control theory confirm that the fault water inrush channel generally occurs in the structure and strata contact surfaces, based on which concealed structure block body water inrush criterion model is established, besides, the theoretical criterion of water inrush is obtained by using shear failure theory. By means of the deep confined water, the activation and the evolution of the water conduction channel in the bottom of the pressure water are simulated. A similar solid-fluid coupling material is developed, and the feasibility analysis of the material is selected to simulate the fault failure. Experiment shows the whole process of floor crack formation, concealed fault propagation, water inrush channel of concealed fault floor directly under the action of mining stress disturbance and high pressure water. Mechanism of lagging water inrush from coal floor in confined water body under stress field and seepage field coupling is revealed, and the formation of water inrush path of the spatial variation is analyzed and discussed through the interpretation of the monitoring data and the phenomenon, which provides new methods and knowledge for the study of deep mining water inrush structure.