郭静芸, 王宇. 2018: 水力裂缝沟通天然裂缝活化延伸的机理研究. 工程地质学报, 26(6): 1523-1533. DOI: 10.13544/j.cnki.jeg.2018-339
    引用本文: 郭静芸, 王宇. 2018: 水力裂缝沟通天然裂缝活化延伸的机理研究. 工程地质学报, 26(6): 1523-1533. DOI: 10.13544/j.cnki.jeg.2018-339
    GUO Jingyun, WANG Yu. 2018: MECHANISM OF NATURAL FRACTURE REACTIVATION AND PROPAGATION BY HYDRAULIC FRACTURE. JOURNAL OF ENGINEERING GEOLOGY, 26(6): 1523-1533. DOI: 10.13544/j.cnki.jeg.2018-339
    Citation: GUO Jingyun, WANG Yu. 2018: MECHANISM OF NATURAL FRACTURE REACTIVATION AND PROPAGATION BY HYDRAULIC FRACTURE. JOURNAL OF ENGINEERING GEOLOGY, 26(6): 1523-1533. DOI: 10.13544/j.cnki.jeg.2018-339

    水力裂缝沟通天然裂缝活化延伸的机理研究

    MECHANISM OF NATURAL FRACTURE REACTIVATION AND PROPAGATION BY HYDRAULIC FRACTURE

    • 摘要: 页岩储层中天然节理、裂缝极为发育,水力压裂产生的水力裂缝可激活天然裂缝,形成复杂的弥散性裂缝缝网,起到增渗、增产的效果;另外,天然裂缝也是页岩气储存的介质,一部分气体以游离态的形式存在于天然裂缝当中。采用数值计算方法研究水力裂缝与天然裂缝的相互作用机理,重点探讨水力裂缝沟通天然裂缝活化延伸形成缝网的机制。计算模型包括单一天然裂缝和3条天然裂缝两种情况,计算变量考虑天然裂缝与水力裂缝的逼近角、主应力差和地层的弹性参数。研究表明:(1)随着逼近角的不同,地层的破裂应力存在一定的差异,逼近角为90°时,地层破裂所需要的临界水压最大,且地层的破裂应力随着主应力差的增大而减小;(2)无论是单一或3条天然裂缝,水力裂缝沟通天然裂缝活化后,分支裂缝的延伸方向基本恢复至与最大水平主应力平行的方向,当逼近角为90°时,裂缝的滑移量最大,激活效果最佳;(3)逼近角为90°时,天然裂缝尖端处容易出现水力裂缝双转向现象,更有利于形成复杂的裂缝网络,并且此时单元破裂数量最大,压裂效果最好;(4)随地层弹性模量的增大或泊松比的减小,激活天然裂缝的临界水压减小,说明储层的弹性属性会影响缝网的形成,在高弹性模量、低泊松比的脆性地层中射孔时会收到较理想的压裂效果。

       

      Abstract: Natural fracture in shale formation is very developed. During fracking treatment, the natural fractures can be reactivated to form a complex network. In addition, the natural fracture is the medium for gas storage. Lots of gas exists in natural fractures in the form of free gas. Numerical simulation was used to study the interaction between hydraulic fracture(HF) and natural fracture(NF). The paper mainly focused on the reactivation and extension of NF caused by HF. The model includes three and single NF, respectively, and simulation variables corresponding to different angles of approach, differential stress and elastic parameters of formation. Results show that:(1)Formation breakdown stress is changing with corresponding angles of approach. When angle of approach is 90°, the water pressure for formation breakdown is the largest, and formation breakdown stress increase with increasing of differential stress. (2)Whether single or three natural fracture, after reinstating of natural fractures, the extension direction of branch fracture resume to the maximum horizontal principal stress. When angle of approach is 90°, the reactivated effect is best. (3)The branching HF presented double shift at tip of NF when angle of approach is 90°. It is helpful to form fracture network and large number of element burst in the model. The fracking effect is the best. (4)The critical water pressure for the reactivation of NF decrease with increasing of elastic modulus and deceasing of Poisson's ratio. The elastic properties of gas formation has a great influence on the formation of a fracture network. The fracking effect is good in formation with high elastic modulus and low Poisson's ratio.

       

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