岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2013年
5期
1501-1507
,共7页
李连崇%李根%孟庆民%王昊%王振
李連崇%李根%孟慶民%王昊%王振
리련숭%리근%맹경민%왕호%왕진
砂砾岩%水力压裂%数值模拟%扩展过程%裂缝
砂礫巖%水力壓裂%數值模擬%擴展過程%裂縫
사력암%수력압렬%수치모의%확전과정%렬봉
glutenite%hydraulic fracturing%numerical simulation%propagation process%fracture
砂砾岩储层一般具有岩性和渗透性变化大、孔隙度低、连通性差、孔隙结构复杂和非均匀性严重等特点,因此,在水力压裂过程中,裂缝扩展形态难以控制,大规模改造难度大.针对国内某典型砂砾岩油藏特征,采用数值计算方法对砂砾岩压裂裂缝的扩展规律进行了研究,包括地应力场、砾石含量和粒径等对裂缝扩展形态及压裂压力的影响.研究表明,砾石的存在增加了压裂裂纹扩展的复杂性,裂纹主要有止裂、偏转、穿透和吸附4种表现模式,但主应力差严格控制着裂纹的走向,随着主应力差的增大,裂纹由总体绕砾扩展转变为总体穿砾扩展,失稳压力随着主应力差的增大而明显减小;砾石含量的多少体现了砂砾岩试样宏观的非均匀性,含量越高均匀性越差,随着砾石含量的提高,裂纹与砾石的相互作用占据主导地位,失稳压力随砾石含量的增加而增大;当砾石体积含量一定时,砾石粒径对压裂压力的影响主要取决于砾石排列的随机性,失稳压力随砾石粒径的增大而略有增大.
砂礫巖儲層一般具有巖性和滲透性變化大、孔隙度低、連通性差、孔隙結構複雜和非均勻性嚴重等特點,因此,在水力壓裂過程中,裂縫擴展形態難以控製,大規模改造難度大.針對國內某典型砂礫巖油藏特徵,採用數值計算方法對砂礫巖壓裂裂縫的擴展規律進行瞭研究,包括地應力場、礫石含量和粒徑等對裂縫擴展形態及壓裂壓力的影響.研究錶明,礫石的存在增加瞭壓裂裂紋擴展的複雜性,裂紋主要有止裂、偏轉、穿透和吸附4種錶現模式,但主應力差嚴格控製著裂紋的走嚮,隨著主應力差的增大,裂紋由總體繞礫擴展轉變為總體穿礫擴展,失穩壓力隨著主應力差的增大而明顯減小;礫石含量的多少體現瞭砂礫巖試樣宏觀的非均勻性,含量越高均勻性越差,隨著礫石含量的提高,裂紋與礫石的相互作用佔據主導地位,失穩壓力隨礫石含量的增加而增大;噹礫石體積含量一定時,礫石粒徑對壓裂壓力的影響主要取決于礫石排列的隨機性,失穩壓力隨礫石粒徑的增大而略有增大.
사력암저층일반구유암성화삼투성변화대、공극도저、련통성차、공극결구복잡화비균균성엄중등특점,인차,재수력압렬과정중,렬봉확전형태난이공제,대규모개조난도대.침대국내모전형사력암유장특정,채용수치계산방법대사력암압렬렬봉적확전규률진행료연구,포괄지응력장、력석함량화립경등대렬봉확전형태급압렬압력적영향.연구표명,력석적존재증가료압렬렬문확전적복잡성,렬문주요유지렬、편전、천투화흡부4충표현모식,단주응력차엄격공제착렬문적주향,수착주응력차적증대,렬문유총체요력확전전변위총체천력확전,실은압력수착주응력차적증대이명현감소;력석함량적다소체현료사력암시양굉관적비균균성,함량월고균균성월차,수착력석함량적제고,렬문여력석적상호작용점거주도지위,실은압력수력석함량적증가이증대;당력석체적함량일정시,력석립경대압렬압력적영향주요취결우력석배렬적수궤성,실은압력수력석립경적증대이략유증대.
@@@@Great variability of lithology and permeability, low porosity, poor connectivity, complex pore structure and serious heterogeneity are the common characteristics of glutenite reservoir. Therefore it is difficult to control crack propagation form of hydraulic fractures, and undertake a large-scale reconstruction. Based on the characteristics of a typical glutenite reservoir in China, the propagating mechanism of hydraulic fractures is investigated by using numerical method. Numerical simulation results show that the hydraulic fracturing is more complex due to the existing of gravels and there are four fracturing modes:terminations, deflections, penetrations and attractions. The primary fractures are strictly dependent on the difference of the maximum and minimum stress. With the increasing of principal stress difference, fractures are selected to cut through gravels rather than propagate around gravels. Consequently the propagation of primary fractures appears discrepancy and a lower breakdown pressure is needed. The higher the gravel volume content is, the worse the heterogeneity is. With the increasing of gravel volume content, the interaction between gravels and fractures is more evident. The higher gravel volume content needs a higher breakdown pressure. For the cases with a constant gravel volume content, the fracture initiation is mainly influenced by the stochastic distributing of gravels, consequently a gently higher breakdown pressure is required for the larger gravels.