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
2013年
z2期
3092-3099
,共8页
韩铁林%陈蕴生%师俊平%李伟红
韓鐵林%陳蘊生%師俊平%李偉紅
한철림%진온생%사준평%리위홍
岩石力学%应力路径%卸荷%裂隙%变形特性%破坏机制
巖石力學%應力路徑%卸荷%裂隙%變形特性%破壞機製
암석역학%응력로경%사하%렬극%변형특성%파배궤제
rock mechanics%stress path%unloading%crack%deformation properties%failure mechanism
利用WDT-1500大型多功能材料试验机对裂隙试样进行定围升轴、卸围升轴和定轴卸围3种应力路径条件下的试验,研究裂隙试样的变形特征、强度特征和破坏机制。试验结果表明:裂隙试样在不同应力路径下的力学参数变化明显:卸围升轴和定轴卸围下试样强度均低于定围升轴下的强度。不同应力路径条件下,试样峰值强度均随着裂隙倾角的增大而先降低后增大,裂隙倾角为30°或45°时最小。试样的力学特性主要受裂隙角度、应力路径、初始围压等的控制,裂隙倾角对峰值强度的影响最大,围压卸荷速率次之,初始围压最小。定围升轴下试样破坏形态多为剪切破坏,而卸围升轴和定轴卸围下试样多为张-剪混合破坏,卸围升轴下试样的张裂纹发育较少,定轴卸围下张裂隙发育显著。
利用WDT-1500大型多功能材料試驗機對裂隙試樣進行定圍升軸、卸圍升軸和定軸卸圍3種應力路徑條件下的試驗,研究裂隙試樣的變形特徵、彊度特徵和破壞機製。試驗結果錶明:裂隙試樣在不同應力路徑下的力學參數變化明顯:卸圍升軸和定軸卸圍下試樣彊度均低于定圍升軸下的彊度。不同應力路徑條件下,試樣峰值彊度均隨著裂隙傾角的增大而先降低後增大,裂隙傾角為30°或45°時最小。試樣的力學特性主要受裂隙角度、應力路徑、初始圍壓等的控製,裂隙傾角對峰值彊度的影響最大,圍壓卸荷速率次之,初始圍壓最小。定圍升軸下試樣破壞形態多為剪切破壞,而卸圍升軸和定軸卸圍下試樣多為張-剪混閤破壞,卸圍升軸下試樣的張裂紋髮育較少,定軸卸圍下張裂隙髮育顯著。
이용WDT-1500대형다공능재료시험궤대렬극시양진행정위승축、사위승축화정축사위3충응력로경조건하적시험,연구렬극시양적변형특정、강도특정화파배궤제。시험결과표명:렬극시양재불동응력로경하적역학삼수변화명현:사위승축화정축사위하시양강도균저우정위승축하적강도。불동응력로경조건하,시양봉치강도균수착렬극경각적증대이선강저후증대,렬극경각위30°혹45°시최소。시양적역학특성주요수렬극각도、응력로경、초시위압등적공제,렬극경각대봉치강도적영향최대,위압사하속솔차지,초시위압최소。정위승축하시양파배형태다위전절파배,이사위승축화정축사위하시양다위장-전혼합파배,사위승축하시양적장렬문발육교소,정축사위하장렬극발육현저。
Triaxial compression tests for cracked samples under axial loading and constant confining pressure, axial loading and radial unloading,constant axial pressure and radial unloading-three stress paths were carried out by using WDT-1500 multi-function material testing machine. The deformation property,strength property and failure mechanism of cracked samples were researched. It shows that there is significant change in mechanical parameters under this three stress paths. The strength of cracked samples of axial loading and radial unloading, constant axial pressure and radial unloading were lower than that of axial loading and constant confining pressure. Under different stress paths,the strength of crack samples decreases first and then increases with the crack angle increases,and reaches minimum at crack angle of 30°or 45°. The mechanical characteristics of cracked samples are mainly related to the crack angle,the loading paths and the initial confining pressures,and the greatest influence factor is the crack angle,the intermediate is the unloading velocity of confining pressure,and the least is the initial confining pressure. The failure characteristics of samples present shear failure under axial loading and constant confining pressure,but it often presents mixed Tensile-shear failure under axial loading and radial unloading,constant axial pressure and radial unloading. Tensile-crack is less under axial loading and radial unloading,but it develops significantly under constant axial pressure and radial unloading.