中国有色金属学报(英文版)
中國有色金屬學報(英文版)
중국유색금속학보(영문판)
TRANSACTIONS OF NONFERROUS METALS SOCIETY OF CHINA
2012年
1期
185-191
,共7页
类岩材料%预制多裂隙%单轴压缩%滑动裂纹模型%应变软化模型
類巖材料%預製多裂隙%單軸壓縮%滑動裂紋模型%應變軟化模型
류암재료%예제다렬극%단축압축%활동렬문모형%응변연화모형
rock-like material%prefabricated fissure%uniaxial compression%sliding crack model%strain-softening model
在伺服控制单轴加载试验机上,对采用养护前期拔出预埋金属插片方式制作的闭合多裂隙类岩试件进行压缩实验,研究裂隙倾角及裂隙分布密度对裂隙体破坏特征的影响机制.结果表明:裂隙倾角是影响裂隙体破坏模式的主要因素,受裂隙倾角的影响,裂隙尖端微裂纹呈现出不同的发育形态:而裂隙分布密度对裂隙体破坏模式的影响是通过影响裂隙贯通方式实现的.滑动裂纹模型表明:裂隙面上的有效剪力是裂隙面相对错动的驱动力,它是裂隙倾角与裂隙面摩擦因数的函数,这与实验所得结论相吻合.基于相同实验条件下类岩石材料的力学参数,建立了裂隙体的应变软化模型,并对实验结果的可靠性进行了验证.
在伺服控製單軸加載試驗機上,對採用養護前期拔齣預埋金屬插片方式製作的閉閤多裂隙類巖試件進行壓縮實驗,研究裂隙傾角及裂隙分佈密度對裂隙體破壞特徵的影響機製.結果錶明:裂隙傾角是影響裂隙體破壞模式的主要因素,受裂隙傾角的影響,裂隙尖耑微裂紋呈現齣不同的髮育形態:而裂隙分佈密度對裂隙體破壞模式的影響是通過影響裂隙貫通方式實現的.滑動裂紋模型錶明:裂隙麵上的有效剪力是裂隙麵相對錯動的驅動力,它是裂隙傾角與裂隙麵摩抆因數的函數,這與實驗所得結論相吻閤.基于相同實驗條件下類巖石材料的力學參數,建立瞭裂隙體的應變軟化模型,併對實驗結果的可靠性進行瞭驗證.
재사복공제단축가재시험궤상,대채용양호전기발출예매금속삽편방식제작적폐합다렬극류암시건진행압축실험,연구렬극경각급렬극분포밀도대렬극체파배특정적영향궤제.결과표명:렬극경각시영향렬극체파배모식적주요인소,수렬극경각적영향,렬극첨단미렬문정현출불동적발육형태:이렬극분포밀도대렬극체파배모식적영향시통과영향렬극관통방식실현적.활동렬문모형표명:렬극면상적유효전력시렬극면상대착동적구동력,타시렬극경각여렬극면마찰인수적함수,저여실험소득결론상문합.기우상동실험조건하류암석재료적역학삼수,건립료렬극체적응변연화모형,병대실험결과적가고성진행료험증.
The compression test on rock-like specimens with prefabricated closed multi-fissures made by pulling out the embedded metal inserts in the precured period was done on the servo control uniaxial loading instrument.The influence of fissure inclination angle and distribution density on the failure characteristics of fissure bodies was researched.It was found that,the fissure inclination angle was the major influencing factor on the failure modes of fissure bodies.The different developmental states of micro-cracks would appear on specimens under different fissure inclination angles.However,the influence of fissure distribution density on the failure mode of fissure bodies was achieved by influencing the transfixion pattern of fissures.It was shown by the sliding crack model that,the effective shear,which drove the relative sliding of the fissure,was a function of fissure inclination angle and friction coefficient of the fissure surface.The strain-softening model of fissure bodies was established based on the mechanical parameters that were obtained by the test of rock-like materials under the same experimental condition.And the reliability of experimental results was identified by using this model.