岩石力学与工程学报
巖石力學與工程學報
암석역학여공정학보
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING
2009年
11期
2286-2294
,共9页
张永双%熊探宇%杜宇本%李德建%郭啟良%邓宏科%张春山
張永雙%熊探宇%杜宇本%李德建%郭啟良%鄧宏科%張春山
장영쌍%웅탐우%두우본%리덕건%곽계량%산굉과%장춘산
隧道工程%深埋隧道%地应力%岩爆%模拟试验%高黎贡山
隧道工程%深埋隧道%地應力%巖爆%模擬試驗%高黎貢山
수도공정%심매수도%지응력%암폭%모의시험%고려공산
tunnelling engineering%deep-buried tunnel%geostress%rockburst%simulating experiment%Gaoligong mountain
以中国西南地区地质作用最复杂的高黎贡山越岭隧道为例,在隧道工程地质条件分析的基础上,对最可能发生岩爆的花岗斑岩进行真三轴岩石力学试验测试,并结合原位地应力测量结果,确定不同工况下岩爆模拟试验的三向应力量值和加载、卸载方式.岩爆模拟试验结果表明,单纯卸载和卸载-加载方式都可以出现岩爆,但卸载-加载方式的岩爆明显比单一卸载方式的岩爆要强烈,说明隧道开挖后二次应力分布引起的应力集中对岩爆的发生起着十分重要的作用.岩爆破坏过程通常具有渐进性,一般先在试件表面出现岩屑剥落,有时伴有裂纹的扩展,最后才会发生岩块的弹射现象.绝大多数试件岩爆具有明显的滞后性,表现为加载或卸载一段时间后才发生岩爆;而岩爆过程持续时间却非常短(1 s左右),具有明显的瞬时性.声发射监测结果显示,花岗斑岩在外部荷载作用下声发射强烈,对岩爆具有较好的前兆性.上述模拟结果和认识对于地质条件复杂的造山带深埋隧道工程建设具有重要的参考价值.
以中國西南地區地質作用最複雜的高黎貢山越嶺隧道為例,在隧道工程地質條件分析的基礎上,對最可能髮生巖爆的花崗斑巖進行真三軸巖石力學試驗測試,併結閤原位地應力測量結果,確定不同工況下巖爆模擬試驗的三嚮應力量值和加載、卸載方式.巖爆模擬試驗結果錶明,單純卸載和卸載-加載方式都可以齣現巖爆,但卸載-加載方式的巖爆明顯比單一卸載方式的巖爆要彊烈,說明隧道開挖後二次應力分佈引起的應力集中對巖爆的髮生起著十分重要的作用.巖爆破壞過程通常具有漸進性,一般先在試件錶麵齣現巖屑剝落,有時伴有裂紋的擴展,最後纔會髮生巖塊的彈射現象.絕大多數試件巖爆具有明顯的滯後性,錶現為加載或卸載一段時間後纔髮生巖爆;而巖爆過程持續時間卻非常短(1 s左右),具有明顯的瞬時性.聲髮射鑑測結果顯示,花崗斑巖在外部荷載作用下聲髮射彊烈,對巖爆具有較好的前兆性.上述模擬結果和認識對于地質條件複雜的造山帶深埋隧道工程建設具有重要的參攷價值.
이중국서남지구지질작용최복잡적고려공산월령수도위례,재수도공정지질조건분석적기출상,대최가능발생암폭적화강반암진행진삼축암석역학시험측시,병결합원위지응력측량결과,학정불동공황하암폭모의시험적삼향응역량치화가재、사재방식.암폭모의시험결과표명,단순사재화사재-가재방식도가이출현암폭,단사재-가재방식적암폭명현비단일사재방식적암폭요강렬,설명수도개알후이차응력분포인기적응력집중대암폭적발생기착십분중요적작용.암폭파배과정통상구유점진성,일반선재시건표면출현암설박락,유시반유렬문적확전,최후재회발생암괴적탄사현상.절대다수시건암폭구유명현적체후성,표현위가재혹사재일단시간후재발생암폭;이암폭과정지속시간각비상단(1 s좌우),구유명현적순시성.성발사감측결과현시,화강반암재외부하재작용하성발사강렬,대암폭구유교호적전조성.상술모의결과화인식대우지질조건복잡적조산대심매수도공정건설구유중요적삼고개치.
Taking a deep-buried tunnel in Gaoligong mountain in Southwest China where the geological action is most complex for example,on the basis of tunnel engineering geological condition analysis,the true triaxial compression tests have been performed on granophyre samples because rockburst most probably occurs. According to the in-situ geostress data,the triaxial stress values and loading or unloading styles of rockburst experiment are determined under different working conditions. The experimental results reveal that both unloading and loading-unloading styles can lead to rockburst,but the rockburst intensity of the latter is higher than that of the former,which indicates that the geostress centralization caused by secondary stress distribution has important influence on the rockburst. The process of rockburst usually has a character of gradual rupture,showing that debris flaked off from the sample surface at first,sometimes accompanying with crack propagation,and the block shooting occurs finally. Most test samples show obviously lagging,which means that rockburst always retards after a period of time when loading or unloading. But the rockburst process only lasts for very short time(about 1 s),showing obvious instantaneous character. The sound radiation monitoring data show that the granophyre samples have extensive sound radiation under outer loading process,which can be a useful factor for rockbust prediction. All above simulation test results and relevant realizations have important significance for deep-buried tunnel construction in the orogen with complicated geological condition.