岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2014年
8期
2191-2196,2204
,共7页
马秀媛%芮洪兴%王倩
馬秀媛%芮洪興%王倩
마수원%예홍흥%왕천
裂隙岩石%渗透率%多尺度%室内试验
裂隙巖石%滲透率%多呎度%室內試驗
렬극암석%삼투솔%다척도%실내시험
fractured rock mass%permeability%multiscale%laboratory experiment
岩体赋存于一定地质环境中,经过漫长的地质构造作用,形成由连续性状的岩石材料和非连续性状的各种地质结构面组成的复杂地质体。渗透率是影响这种复杂岩体渗透特性的重要参数之一,渗透率选择的正确与否直接关系到裂隙岩体渗流分析结果的可靠性与工程稳定性。采用室内试验的方法,结合达西定律确定裂隙岩体的渗透率。通过自行研发的5种尺寸压力室测定不同尺寸岩石试样的渗透率,得到由不同裂隙、孔洞组合的岩石试样在稳定流、非稳定流下的渗透率,并由此分析得到多尺度岩石的渗透特性。从多组试验结果中分析可得,随着岩石试样的尺寸增加,岩石的渗流通道增多,从而渗透率增大,但增大到一定程度后会趋于稳定,这一渗透规律对实际工程有指导意义。
巖體賦存于一定地質環境中,經過漫長的地質構造作用,形成由連續性狀的巖石材料和非連續性狀的各種地質結構麵組成的複雜地質體。滲透率是影響這種複雜巖體滲透特性的重要參數之一,滲透率選擇的正確與否直接關繫到裂隙巖體滲流分析結果的可靠性與工程穩定性。採用室內試驗的方法,結閤達西定律確定裂隙巖體的滲透率。通過自行研髮的5種呎吋壓力室測定不同呎吋巖石試樣的滲透率,得到由不同裂隙、孔洞組閤的巖石試樣在穩定流、非穩定流下的滲透率,併由此分析得到多呎度巖石的滲透特性。從多組試驗結果中分析可得,隨著巖石試樣的呎吋增加,巖石的滲流通道增多,從而滲透率增大,但增大到一定程度後會趨于穩定,這一滲透規律對實際工程有指導意義。
암체부존우일정지질배경중,경과만장적지질구조작용,형성유련속성상적암석재료화비련속성상적각충지질결구면조성적복잡지질체。삼투솔시영향저충복잡암체삼투특성적중요삼수지일,삼투솔선택적정학여부직접관계도렬극암체삼류분석결과적가고성여공정은정성。채용실내시험적방법,결합체서정률학정렬극암체적삼투솔。통과자행연발적5충척촌압력실측정불동척촌암석시양적삼투솔,득도유불동렬극、공동조합적암석시양재은정류、비은정류하적삼투솔,병유차분석득도다척도암석적삼투특성。종다조시험결과중분석가득,수착암석시양적척촌증가,암석적삼류통도증다,종이삼투솔증대,단증대도일정정도후회추우은정,저일삼투규률대실제공정유지도의의。
Occurrence of rock mass in certain geological environments forms complex geologic body after a long geological tectonism. This geologic body is composed of rock material of continuous character and various geological structure planes of discontinuous character. Permeability is one of the important parameters affecting the permeability characteristics of complex rock mass. Permeability selected correctly or not is directly related to the reliability and engineering stability of the fractured rock mass seepage analysis results. Laboratory experiment methods are used to determine permeability of fractured rock mass combining with the principle of Darcy's law. Independent development of five pressure chambers of different sizes can measure the permeability of rock specimen in different sizes. Three types of experiment include stable seepage pressure experiment, variable seepage pressure experiment in one size and variable seepage pressure experiment in five different sizes. Experiment can get the permeability of rock specimen which is combined by different fractures and holes under steady flow and unsteady flow and also the permeability characteristics of multiscale rock. This method can determine the changing law of permeability along with the rock size increasing. Conclusions can be drawn from the multiple groups of experimental results. The rock seepage channel increases along with the rock size increasing, thus the permeability increases. But the permeability will be stable until it increases to a certain extent. And also this law can play a guiding significance to engineering.