Cement Grout Nonlinear Flow Behavior through the Rough-Walled Fractures: An Experimental Study
This research experimentally studied the effects of various fracture roughness (characterized by the fractal dimension D) and normal stress (normal loads FN) applied to fracture on ultrafine cement grout nonlinear flow behavior through rough-walled plexiglass fractured sample. A high-precision and e...
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Online Access: | http://dx.doi.org/10.1155/2020/9514691 |
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doaj-b779ce4a127d4a8e82701b8deb9d75ba2020-11-25T02:06:37ZengHindawi-WileyGeofluids1468-81151468-81232020-01-01202010.1155/2020/95146919514691Cement Grout Nonlinear Flow Behavior through the Rough-Walled Fractures: An Experimental StudyYuhao Jin0Lijun Han1Changyu Xu2Qingbin Meng3Zhenjun Liu4Yijiang Zong5School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221116, ChinaSchool of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221116, ChinaSchool of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221116, ChinaState Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221116, ChinaThe Fifth Project Co., Ltd. of China Railway Bureau 14 Group, Yanzhou, Shandong 272117, ChinaJiangsu Vocational Institute of Architectural Technology, Xuzhou Jiangsu 221116, ChinaThis research experimentally studied the effects of various fracture roughness (characterized by the fractal dimension D) and normal stress (normal loads FN) applied to fracture on ultrafine cement grout nonlinear flow behavior through rough-walled plexiglass fractured sample. A high-precision and effective sealing self-made apparatus was developed to perform the stress-dependent grout flow tests on the plexiglass sample containing rough-walled fracture (fracture apertures of arbitrary variation were created by high-strength springs and normal loads according to design requirements). The real-time data acquisition equipment and high-precision self-made electronic balance were developed to collect the real-time grouting pressure P and volumetric flow rate Q, respectively. At each D, the grouting pressure P ranged from 0 to 0.9 MPa, and the normal loads FN varied from 1124.3 to 1467.8 N. The experimental results show that (i) the Forchheimer equation was fitted very well to the results of grout nonlinear flow through rough-walled fractures. Besides, both nonlinear coefficient (a) and linear coefficient (b) in Forchheimer’s equation increased with increase of D and FN, and the larger the FN was, the larger the amplitude was. (ii) For normalized transmissivity, with the increase of Re, the decline of the T/T0−β curves mainly went through three stages: viscous regime, weak inertia regime, and finally strong inertia regime. For a certain D, as the normal load FN increased, the T/T0−β curves generally shifted downward, which shows good agreement with the single-phase flow test results conducted by Zimmerman. Moreover, with the increase of D, the Forchheimer coefficient β decreased. However, within smaller FN, β decreased gradually with increasing D and eventually approached constant values. (iii) At a given FN, Jc increased with increasing D.http://dx.doi.org/10.1155/2020/9514691 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Yuhao Jin Lijun Han Changyu Xu Qingbin Meng Zhenjun Liu Yijiang Zong |
spellingShingle |
Yuhao Jin Lijun Han Changyu Xu Qingbin Meng Zhenjun Liu Yijiang Zong Cement Grout Nonlinear Flow Behavior through the Rough-Walled Fractures: An Experimental Study Geofluids |
author_facet |
Yuhao Jin Lijun Han Changyu Xu Qingbin Meng Zhenjun Liu Yijiang Zong |
author_sort |
Yuhao Jin |
title |
Cement Grout Nonlinear Flow Behavior through the Rough-Walled Fractures: An Experimental Study |
title_short |
Cement Grout Nonlinear Flow Behavior through the Rough-Walled Fractures: An Experimental Study |
title_full |
Cement Grout Nonlinear Flow Behavior through the Rough-Walled Fractures: An Experimental Study |
title_fullStr |
Cement Grout Nonlinear Flow Behavior through the Rough-Walled Fractures: An Experimental Study |
title_full_unstemmed |
Cement Grout Nonlinear Flow Behavior through the Rough-Walled Fractures: An Experimental Study |
title_sort |
cement grout nonlinear flow behavior through the rough-walled fractures: an experimental study |
publisher |
Hindawi-Wiley |
series |
Geofluids |
issn |
1468-8115 1468-8123 |
publishDate |
2020-01-01 |
description |
This research experimentally studied the effects of various fracture roughness (characterized by the fractal dimension D) and normal stress (normal loads FN) applied to fracture on ultrafine cement grout nonlinear flow behavior through rough-walled plexiglass fractured sample. A high-precision and effective sealing self-made apparatus was developed to perform the stress-dependent grout flow tests on the plexiglass sample containing rough-walled fracture (fracture apertures of arbitrary variation were created by high-strength springs and normal loads according to design requirements). The real-time data acquisition equipment and high-precision self-made electronic balance were developed to collect the real-time grouting pressure P and volumetric flow rate Q, respectively. At each D, the grouting pressure P ranged from 0 to 0.9 MPa, and the normal loads FN varied from 1124.3 to 1467.8 N. The experimental results show that (i) the Forchheimer equation was fitted very well to the results of grout nonlinear flow through rough-walled fractures. Besides, both nonlinear coefficient (a) and linear coefficient (b) in Forchheimer’s equation increased with increase of D and FN, and the larger the FN was, the larger the amplitude was. (ii) For normalized transmissivity, with the increase of Re, the decline of the T/T0−β curves mainly went through three stages: viscous regime, weak inertia regime, and finally strong inertia regime. For a certain D, as the normal load FN increased, the T/T0−β curves generally shifted downward, which shows good agreement with the single-phase flow test results conducted by Zimmerman. Moreover, with the increase of D, the Forchheimer coefficient β decreased. However, within smaller FN, β decreased gradually with increasing D and eventually approached constant values. (iii) At a given FN, Jc increased with increasing D. |
url |
http://dx.doi.org/10.1155/2020/9514691 |
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