陈朝伟, 曹虎, 石元会. 2020: 四川长宁区块地应力特征及裂缝带活化分析. 工程地质学报, 28(S1): 86-95. DOI: 10.13544/j.cnki.jeg.2020-286
    引用本文: 陈朝伟, 曹虎, 石元会. 2020: 四川长宁区块地应力特征及裂缝带活化分析. 工程地质学报, 28(S1): 86-95. DOI: 10.13544/j.cnki.jeg.2020-286
    CHEN Zhaowei, CAO Hu, SHI Yuanhui. 2020: IN-SITU STRESS CHARACTERISTICS AND FRACTURE ZONE ACTIVATION ANALYSIS OF CHANGNING SHALE GAS IN SICHUAN PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 28(S1): 86-95. DOI: 10.13544/j.cnki.jeg.2020-286
    Citation: CHEN Zhaowei, CAO Hu, SHI Yuanhui. 2020: IN-SITU STRESS CHARACTERISTICS AND FRACTURE ZONE ACTIVATION ANALYSIS OF CHANGNING SHALE GAS IN SICHUAN PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 28(S1): 86-95. DOI: 10.13544/j.cnki.jeg.2020-286

    四川长宁区块地应力特征及裂缝带活化分析

    IN-SITU STRESS CHARACTERISTICS AND FRACTURE ZONE ACTIVATION ANALYSIS OF CHANGNING SHALE GAS IN SICHUAN PROVINCE

    • 摘要: 本文应用地质力学原理分析长宁页岩气区块压裂诱发裂缝带滑动从而造成套管变形的力学条件。利用宁201井的测井、测试数据建立地应力模型并分析长宁地应力特征;利用微地震数据识别H19平台的裂缝带并分析裂缝带特征;应用断层活化力学模型分析H19平台裂缝带激活情况,分析孔隙压力和应力模式对裂缝带激活的影响,并指出长宁区块水力压裂诱发断层滑动的内因和外因。研究结果表明:(1)长宁地区的垂向应力为2.6 SG,水平最小地应力在2.4~2.7 SG之间,水平最大地应力在3.4~3.7 SG之间,是逆走滑断层应力模式。(2)H19平台的裂缝带的倾角在71°~90°范围,长宁高倾角的裂缝带发育。(3) H19平台全部裂缝带激活所需的井底压力为3.0 SG,水力压裂时井底压力平均值为2.8 SG,最大值为3.1 SG,裂缝带几乎全部激活。在逆走滑应力模式下,高倾角裂缝带的剪应力与滑动阻力的差值取最小值,这是长宁地区裂缝带容易被激活的内部原因,压裂施工使得裂缝带的滑动阻力大大降低,这是压裂诱发裂缝带滑动的外部原因。该结果说明了长宁地区容易发生套管变形的地质力学上的原因,对解决长宁套管变形问题有理论指导意义。

       

      Abstract: In the Changning shale gas development blocks in Sichuan, casing deformation occurred in more than 30% of horizontal wells during hydraulic fracturing, which in turn seriously restricted the efficient development of shale gas. Based on the principle of geomechanics, this paper analyzed the mechanical conditions of casing deformation caused by fracture zone sliding induced by fracturing in Changning shale gas area. Firstly, we used the logging and testing data of well Ning 201 to establish the in-situ stress model in Changning area. We used density logging to determine vertical stress, pressure build-up test to determine pore pressure, rock mechanics test to determine rock mechanical parameters, stress quadrilateral to determine the range of the horizontal minimum stress and the horizontal maximum stress, and used in-situ stress profile and focal mechanism solution to determine stress state. Secondly, based on the seismic and microseismic data, we identify the fracture zones of H19 platform, and counted the strike and dip characteristics of the fracture zones. Thirdly, based on the mechanical model of fault activation, we analyzed the activation of fracture zones of H19 platform. According to the location of fracture zones on Mohr circle and the order of activation, we divided the fracture zones into six groups. We analyzed the influence of pore pressure and stress mode on the activation of fracture zones, and pointed out the internal and external causes of fault slip induced by hydraulic fracturing in Changning block. Finally, we compared the characteristics of in-situ stress, fracture zone development and fracture zone activity in Changning and Fuling blocks. The results showed that:(1)The vertical stress in Changning area is 2.6 SG,the pore pressure is 2.0 SG,the horizontal minimum stress is 2.4~2.7 SG, and the horizontal maximum stress is 3.4G~3.7 SG, and Changning area is a strike-slip/reverse stress state. (2)The dips of fracture zones of H19 platform are in the range of 71°~90°. (3)The bottom-hole pressure required for the activation of all fracture zones of H19 platform is 3.0 SG. During hydraulic fracturing, the average value of bottom hole pressure is 2.8 SG, and the maximum value of bottom hole pressure is 3.1 SG,almost all fracture zones are activated. The difference between the shear stress and sliding resistance of fracture zone gets the minimum value in the strike-slip/reverse stress state, which is the internal cause that the fracture zones are relatively easy to be activated in Changning area. Hydraulic fracturing reduces the sliding resistance greatly, which is the external cause of fault slip induced by fracturing in Changning area. (4)The magnitude of three-dimensional stress in Fuling block is similar to that in Changning block, which is also a strike-slip/reverse stress state. But the fracture zone is not developed, or develop only some fractures with low dip angle. When hydraulic fracturing, the construction pressure is smaller. This is the main reason why the casing deformation in Fuling block is not as frequent as that in Changning block. This result states the geomechanical reasons of casing deformation in Changning area, which provides theoretical significance to solve the problem of casing deformation in Changning area.

       

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