A Simplified Analytical Elastoplastic Embedment Depth Model of Proppant Based on the Drucker-Prager Yield Criterion

被引:2
|
作者
He, Bo [1 ,2 ]
Xie, Lingzhi [1 ,2 ]
Che, Yongxin [1 ]
Zhang, Yao [3 ]
Liu, Jun [1 ,2 ]
机构
[1] Sichuan Univ, Inst New Energy & Low Carbon Technol, Chengdu 610207, Peoples R China
[2] Sichuan Univ, Engn Res Ctr Alternat Energy Mat & Devices, Minist Educ, Chengdu 610065, Peoples R China
[3] Sichuan Univ, Coll Architecture & Environm, Chengdu 610065, Peoples R China
关键词
Embedment; Proppant; Nonlinear; Shale; Elastic-plastic; FRACTURE CONDUCTIVITY; MECHANICAL-PROPERTIES; SHALE ROCKS; CONTACT; INDENTATION; STRENGTH; BEHAVIOR;
D O I
10.1007/s00603-023-03394-0
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In deep shale gas reservoir exploration, elastoplastic embedment plays an increasingly important role in analyses of the conductivity of fracture networks because it is affected by high temperature, high in-situ stress. To obtain a full understanding of proppant embedding behavior, an analytical model of the embedment depth of a single spherical proppant was developed based on the Drucker-Prager (D-P) yield criterion and shale elastoplastic mechanical behavior. Shale indentation tests with rigid balls with diameters of 0.8 mm and 1.0 mm were conducted to validate the reliability of the theoretical model. Compared with the Hertz, Thornton and non-linear models, the new model developed in this paper was in better agreement with embedment experimental data. Each parameter of the new model has clear physical meaning and can be obtained by a series of triaxial compression tests. An Analysis of Variance (ANOVA) method was applied to discuss the sensitivity of the model to the parameters, and the results showed that the strength parameters alpha and Y contributed the most to, and had nonlinear effects on, the proppant embedment depth.
引用
收藏
页码:6207 / 6217
页数:11
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