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
4期
649-657
,共9页
许江%刘婧%程立朝%冯丹%刘义鑫
許江%劉婧%程立朝%馮丹%劉義鑫
허강%류청%정립조%풍단%류의흠
岩石力学%压剪%声发射%双面剪切%细观
巖石力學%壓剪%聲髮射%雙麵剪切%細觀
암석역학%압전%성발사%쌍면전절%세관
rock mechanics%compression-shear%acoustic emission%double shear%mesoscopic
利用自主研发的煤岩双面剪切细观开裂演化过程试验装置,通过开展不同法向应力条件下的剪切试验,借助声发射技术及图像处理技术,对细观开裂扩展过程、细观开裂扩展空间分布进行深入探究。研究结果表明:对于压剪应力条件下的双面剪切试验,加载过程中的大部分阶段,试件表面损伤不明显,表面裂纹出现在峰值剪应力之前;当剪应力达到峰值前,Hit 率有一个急剧增加的过程,说明砂岩内部已有裂纹产生,而试件表面并无明显变化,一段时间后才在表面观测到细小裂纹,推测裂纹由内向外扩展;试件发生宏观破坏后,左右两侧裂纹呈八字形或梯形分布,由于竖向剪切力引起的岩体内部剪切破坏占主导作用且砂岩内部晶粒间存在一定的几何物理性质差异,主裂纹基本沿预定剪切面扩展的同时表现出开裂扩展的不规则性;裂纹多在石英、长石等矿物颗粒的边缘即砂岩中相对薄弱的环节产生,随着应力水平的增加,裂纹也会穿过矿物颗粒形成穿晶破裂,这种现象多在石英颗粒中出现,这与其特有的微结构特征有关。
利用自主研髮的煤巖雙麵剪切細觀開裂縯化過程試驗裝置,通過開展不同法嚮應力條件下的剪切試驗,藉助聲髮射技術及圖像處理技術,對細觀開裂擴展過程、細觀開裂擴展空間分佈進行深入探究。研究結果錶明:對于壓剪應力條件下的雙麵剪切試驗,加載過程中的大部分階段,試件錶麵損傷不明顯,錶麵裂紋齣現在峰值剪應力之前;噹剪應力達到峰值前,Hit 率有一箇急劇增加的過程,說明砂巖內部已有裂紋產生,而試件錶麵併無明顯變化,一段時間後纔在錶麵觀測到細小裂紋,推測裂紋由內嚮外擴展;試件髮生宏觀破壞後,左右兩側裂紋呈八字形或梯形分佈,由于豎嚮剪切力引起的巖體內部剪切破壞佔主導作用且砂巖內部晶粒間存在一定的幾何物理性質差異,主裂紋基本沿預定剪切麵擴展的同時錶現齣開裂擴展的不規則性;裂紋多在石英、長石等礦物顆粒的邊緣即砂巖中相對薄弱的環節產生,隨著應力水平的增加,裂紋也會穿過礦物顆粒形成穿晶破裂,這種現象多在石英顆粒中齣現,這與其特有的微結構特徵有關。
이용자주연발적매암쌍면전절세관개렬연화과정시험장치,통과개전불동법향응력조건하적전절시험,차조성발사기술급도상처리기술,대세관개렬확전과정、세관개렬확전공간분포진행심입탐구。연구결과표명:대우압전응력조건하적쌍면전절시험,가재과정중적대부분계단,시건표면손상불명현,표면렬문출현재봉치전응력지전;당전응력체도봉치전,Hit 솔유일개급극증가적과정,설명사암내부이유렬문산생,이시건표면병무명현변화,일단시간후재재표면관측도세소렬문,추측렬문유내향외확전;시건발생굉관파배후,좌우량측렬문정팔자형혹제형분포,유우수향전절력인기적암체내부전절파배점주도작용차사암내부정립간존재일정적궤하물이성질차이,주렬문기본연예정전절면확전적동시표현출개렬확전적불규칙성;렬문다재석영、장석등광물과립적변연즉사암중상대박약적배절산생,수착응력수평적증가,렬문야회천과광물과립형성천정파렬,저충현상다재석영과립중출현,저여기특유적미결구특정유관。
The mesoscopic test device developed studying the crack process of coal and rock under double shear was used in the shear test at different stress conditions. The acoustic emission and image processing techniques were employed to measure the mesoscopic cracking propagation process and the mesoscopic cracking extension space distribution. For the double shear test under compression and shearing,the damage of the surface of the specimen is not visible in most of the period of loading process and the surface cracks occur just before the shear stresses reach the peak value. When the shear stresses are nearly reaching the peak,the rate of Hit has a sharp increase indicating that there are already cracks inside the sandstone,while on the surface there are no cracks,and the tiny cracks can only be seen after a period of time. Presumably,the cracks developed from inside to outside. After the macroscopic damage,the left and right sides of cracks show a splayed or trapezoidal distribution. Because the internal shear failure of rock mass is mainly caused by the vertical shear force and the sand grains possess the different geometric and physical properties,the main crack along the shear plane extended irregularly. Cracks always occur in the edges of mineral particles like quartz,feldspar etc which are the weakest links of sandstone. As the shear stress level increases,the cracks will cross over the mineral particles and form transgranular fractures. This phenomenon is often seen in quartz grains because of its specific relevant microstructure features.