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
1期
55-64
,共10页
岩石力学%深埋大理岩%脆–延–塑转换%颗粒流程序%黏结颗粒模型%簇单元模型%强度包络线
巖石力學%深埋大理巖%脆–延–塑轉換%顆粒流程序%黏結顆粒模型%簇單元模型%彊度包絡線
암석역학%심매대리암%취–연–소전환%과립류정서%점결과립모형%족단원모형%강도포락선
rock mechanics%deep marble%brittle-ductile-plastic transition%particle flow code(PFC)%bonded-particle model(BPM)%clumped-particle model(CPM)%strength envelope
针对锦屏深埋大理岩峰后变形破坏的脆–延–塑转换特性,采用颗粒流程序(PFC)中的簇单元模型(CPM)对其进行细观模拟研究.经过对室内试验结果的反复模拟校准,获得描述锦屏深埋大理岩力学性质的一组细观物理力学性质参数.模型试验结果表明:试样的一系列宏观力学表现,包括弹性模量、泊松比、单轴与启裂抗压强度、应力–应变曲线、峰值与残余强度包络线、拉压强度比以及破坏形态等均与锦屏深埋大理岩的试验结果具有良好的一致性.对不同围压下裂纹发育规律的研究表明:不同应力状态下细观裂纹发育特征的显著差异是导致大理岩的变形破坏出现脆–延–塑转换特性的主要原因;张性裂纹的大量发育决定介质的脆性破坏模式,而剪切裂纹数目的快速增长则促使介质由脆性破坏模式逐渐向延–塑性破坏模式转换.
針對錦屏深埋大理巖峰後變形破壞的脆–延–塑轉換特性,採用顆粒流程序(PFC)中的簇單元模型(CPM)對其進行細觀模擬研究.經過對室內試驗結果的反複模擬校準,穫得描述錦屏深埋大理巖力學性質的一組細觀物理力學性質參數.模型試驗結果錶明:試樣的一繫列宏觀力學錶現,包括彈性模量、泊鬆比、單軸與啟裂抗壓彊度、應力–應變麯線、峰值與殘餘彊度包絡線、拉壓彊度比以及破壞形態等均與錦屏深埋大理巖的試驗結果具有良好的一緻性.對不同圍壓下裂紋髮育規律的研究錶明:不同應力狀態下細觀裂紋髮育特徵的顯著差異是導緻大理巖的變形破壞齣現脆–延–塑轉換特性的主要原因;張性裂紋的大量髮育決定介質的脆性破壞模式,而剪切裂紋數目的快速增長則促使介質由脆性破壞模式逐漸嚮延–塑性破壞模式轉換.
침대금병심매대리암봉후변형파배적취–연–소전환특성,채용과립류정서(PFC)중적족단원모형(CPM)대기진행세관모의연구.경과대실내시험결과적반복모의교준,획득묘술금병심매대리암역학성질적일조세관물리역학성질삼수.모형시험결과표명:시양적일계렬굉관역학표현,포괄탄성모량、박송비、단축여계렬항압강도、응력–응변곡선、봉치여잔여강도포락선、랍압강도비이급파배형태등균여금병심매대리암적시험결과구유량호적일치성.대불동위압하렬문발육규률적연구표명:불동응력상태하세관렬문발육특정적현저차이시도치대리암적변형파배출현취–연–소전환특성적주요원인;장성렬문적대량발육결정개질적취성파배모식,이전절렬문수목적쾌속증장칙촉사개질유취성파배모식축점향연–소성파배모식전환.
The deformation and failure characteristics of brittle-ductile-plastic transition,which is shown in the post-peak stage for Jinping deep marble,was simulated by clumped-particle model(CPM) of particle flow code(PFC),and studied from the micro view. After a long process of trial-and-error calibration of laboratory test results,a set of micro parameters for Jinping deep marble were obtained. It is shown that a series of macroscopic mechanical properties of the synthetic rock,including the elastic modulus,Poisson′s ratio,uniaxial compressive and crack initiation strengths,stress-strain curves,the peak and residual strength envelops,the ratio of tensile to uniaxial compressive strength,and the failure patterns of synthetic rock samples,all agree well with the test results of Jinping deep marble. Study of regularities of crack development in synthetic rock samples at different confining pressures indicates that:The significant difference of development features of microcracks at different confining pressures is the main reason which leads to Jinping deep marble appearing brittle-ductile-plastic transition character;and the development of large number of tension cracks determines the brittle failure pattern of medium, while the rapid growth of shear cracks prompts the failure patterns of medium transition from brittle to ductile or plastic.