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
2014年
9期
1729-1739
,共11页
何满潮%刘冬桥%宫伟力%汪承超%孔杰%杜帅%张珅
何滿潮%劉鼕橋%宮偉力%汪承超%孔傑%杜帥%張珅
하만조%류동교%궁위력%왕승초%공걸%두수%장신
岩石力学%动态扰动%冲击岩爆试验%试验系统%动应力%能量
巖石力學%動態擾動%遲擊巖爆試驗%試驗繫統%動應力%能量
암석역학%동태우동%충격암폭시험%시험계통%동응력%능량
rock mechanics%dynamic cyclic loading%impact rockburst test%experimental system%dynamic stress%energy
依据岩爆发生时的力学状态,岩爆可以分为应变岩爆和冲击岩爆两大类型。冲击岩爆是深部岩体受静荷载和冲击动荷载共同作用所致,其试验系统的研发是岩石力学界的难题之一。设计并研发冲击岩爆试验系统,并进行冲击岩爆试验。该试验系统设计16种简谐波,通过其组合叠加,可以实现对开挖爆破、顶板垮落、断层滑动等冲击扰动波的模拟。试验采用加载至三向不同应力状态下的带圆形贯穿孔洞的立方体砂岩试样,在σ1方向施加扰动波,σ2,σ3保持在恒定应力水平的加载方式,通过伺服控制系统,实时采集砂岩试样冲击岩爆过程中的力和位移数据,获得全过程三向应力-应变曲线。通过图像采集系统,实时拍摄砂岩冲击岩爆全过程,获得该类型岩爆过程剥离、弹射等特征现象。并进行类似的静力加载破坏试验,观察其破坏现象与冲击岩爆过程的差异。通过对巷道单元岩体动应力和能量的分析,建立冲击岩爆的动应力和能量判别方法。
依據巖爆髮生時的力學狀態,巖爆可以分為應變巖爆和遲擊巖爆兩大類型。遲擊巖爆是深部巖體受靜荷載和遲擊動荷載共同作用所緻,其試驗繫統的研髮是巖石力學界的難題之一。設計併研髮遲擊巖爆試驗繫統,併進行遲擊巖爆試驗。該試驗繫統設計16種簡諧波,通過其組閤疊加,可以實現對開挖爆破、頂闆垮落、斷層滑動等遲擊擾動波的模擬。試驗採用加載至三嚮不同應力狀態下的帶圓形貫穿孔洞的立方體砂巖試樣,在σ1方嚮施加擾動波,σ2,σ3保持在恆定應力水平的加載方式,通過伺服控製繫統,實時採集砂巖試樣遲擊巖爆過程中的力和位移數據,穫得全過程三嚮應力-應變麯線。通過圖像採集繫統,實時拍攝砂巖遲擊巖爆全過程,穫得該類型巖爆過程剝離、彈射等特徵現象。併進行類似的靜力加載破壞試驗,觀察其破壞現象與遲擊巖爆過程的差異。通過對巷道單元巖體動應力和能量的分析,建立遲擊巖爆的動應力和能量判彆方法。
의거암폭발생시적역학상태,암폭가이분위응변암폭화충격암폭량대류형。충격암폭시심부암체수정하재화충격동하재공동작용소치,기시험계통적연발시암석역학계적난제지일。설계병연발충격암폭시험계통,병진행충격암폭시험。해시험계통설계16충간해파,통과기조합첩가,가이실현대개알폭파、정판과락、단층활동등충격우동파적모의。시험채용가재지삼향불동응력상태하적대원형관천공동적립방체사암시양,재σ1방향시가우동파,σ2,σ3보지재항정응력수평적가재방식,통과사복공제계통,실시채집사암시양충격암폭과정중적력화위이수거,획득전과정삼향응력-응변곡선。통과도상채집계통,실시박섭사암충격암폭전과정,획득해류형암폭과정박리、탄사등특정현상。병진행유사적정력가재파배시험,관찰기파배현상여충격암폭과정적차이。통과대항도단원암체동응력화능량적분석,건립충격암폭적동응력화능량판별방법。
Rockbursts can be classified into the strain and impact ones according to the mechanical state upon occurring. Impact rockburst is caused by the combined static and dynamic loads in deep excavation. To develop an experimental system for simulating the impact rockburst is a very challenging issue in rock engineering. 16 simple harmonic waves together with their combinations and superimpositions were implemented in the experimental system developed and described here so that the impact wave disturbance due to the excavation blasting,the roof collapse and the fault slip etc.,could be simulated. The cubic sandstone with a circular-through-hole was initially loaded with triaxial stresses in different directions. The dynamic cyclic loading was then applied inσ1 direction, keeping the loads inσ2 andσ3 directions at constant stress level meanwhile. The data of forces and displacements during the process of impact rockburst were collected in real-time through the servo control system,so that the curve of triaxial stress-strain was obtained. The image acquisition system recorded the whole process of impact rockburst in real-time for analyzing the characteristics of spalling and ejection. The rockburst due to the static loading was carried out and was compared with the one caused by the dynamic loading. A discriminant of dynamic stress and energy for impact rockburst were established through the analysis of the dynamic stress and energy of the rock mass element in roadway.