Chunan Tang   

Professor
Supervisor of Doctorate Candidates
Supervisor of Master's Candidates

Main positions: President of international exchange committee of the Chinese Society of Rock Mechanics and Engineering CSRME
Other Post: Vice President of the Chinese Society of Rock Mechanics and Engineering CSRME

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Language:English

Paper Publications

Title of Paper:裂隙岩体同步压裂干扰机制的数值模拟研究

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Date of Publication:2018-06-15

Journal:地下空间与工程学报

Volume:14

Issue:3

Page Number:719-728

ISSN No.:1673-0836

Key Words:应力干扰;同步压裂;裂隙岩体;诱导应力;双水平井

Abstract:为认清裂隙岩体中同步压裂的应力扰动规律,指导页岩气储层压裂的优化设计,应用基于有限元的RFPA2D-Flow软件,首先对配对井相同压裂段间裂缝静、动态诱导应力扰动机制进行研究,随后研究了天然裂缝对水力裂缝的影响机制,并对裂隙岩体的同步压裂进行模拟.结果表明,相向延伸水力裂缝的诱导应力相互叠加,其对地应力场产生的扰动作用相对单井裂缝更加明显.水平主应力差较小时,配对井相同压裂段裂缝在相向延伸过程中相互吸引的趋势越明显,分支缝越多;小主应力差、小逼近角且高脆性矿物充填的天然裂缝更易使水力裂缝转向;对于非完全充填雁列式裂缝型储层,大主应力方位与天然裂缝呈30°至60°夹角时,天然裂缝起裂及失稳压力适中,可有效降低施工难度,同时该角度范围也利于一定数量的分支缝形成.同步压裂技术可对目标储层实现充分改造,具有良好应用前景.

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