Discontinuous deformation analysis for subsidence of fractured formations under seepage: a case study

With the growing prominence of recycling projects of groundwater, the attention towards subsidence concerns in geological formations is intensifying. However, due to the long evolutionary time and complex underground discontinuities, the deformation field and subsidence mechanism are difficult to ob...

Full description

Saved in:
Bibliographic Details
Main Authors: Gao, Jingyao, Wang, Wei, Tang, Yiyang, Fan, Hongyun
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2024
Subjects:
Online Access:https://hdl.handle.net/10356/181358
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Nanyang Technological University
Language: English
id sg-ntu-dr.10356-181358
record_format dspace
spelling sg-ntu-dr.10356-1813582024-11-29T15:34:12Z Discontinuous deformation analysis for subsidence of fractured formations under seepage: a case study Gao, Jingyao Wang, Wei Tang, Yiyang Fan, Hongyun School of Civil and Environmental Engineering Engineering Discontinuous deformation analysis Seepage field With the growing prominence of recycling projects of groundwater, the attention towards subsidence concerns in geological formations is intensifying. However, due to the long evolutionary time and complex underground discontinuities, the deformation field and subsidence mechanism are difficult to obtain. To this concern, this study implemented the Hydro-Mechanical Coupled Discontinuous Deformation Analysis (HM-DDA) in a groundwater recycling project located at a goaf mining site. The method for establishing numerical stratigraphic models and determining the required numerical parameters is introduced. This contributes to the comprehensive reconstruction of changes in in-situ stress within the goaf area, encompassing the initial stress equilibrium state, as well as the processes of water pumping and injection. The results indicated that the water injection process mitigated stress concentrations at both ends of the goaf area. Specifically, a 30-m rise in water head resulted in a corresponding elevation of the ground surface by 3.94 ​cm. Published version This work was supported by China Scholarship Council (CSC, No. 202108050072). The financial supports are gratefully acknowledged. 2024-11-26T07:05:01Z 2024-11-26T07:05:01Z 2024 Journal Article Gao, J., Wang, W., Tang, Y. & Fan, H. (2024). Discontinuous deformation analysis for subsidence of fractured formations under seepage: a case study. Rock Mechanics Bulletin, 3(4), 100150-. https://dx.doi.org/10.1016/j.rockmb.2024.100150 2773-2304 https://hdl.handle.net/10356/181358 10.1016/j.rockmb.2024.100150 2-s2.0-85203642027 4 3 100150 en Rock Mechanics Bulletin © 2024 Chinese Society for Rock Mechanics & Engineering. Publishing services by Elsevier B.V. on behalf of KeAi Co. Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering
Discontinuous deformation analysis
Seepage field
spellingShingle Engineering
Discontinuous deformation analysis
Seepage field
Gao, Jingyao
Wang, Wei
Tang, Yiyang
Fan, Hongyun
Discontinuous deformation analysis for subsidence of fractured formations under seepage: a case study
description With the growing prominence of recycling projects of groundwater, the attention towards subsidence concerns in geological formations is intensifying. However, due to the long evolutionary time and complex underground discontinuities, the deformation field and subsidence mechanism are difficult to obtain. To this concern, this study implemented the Hydro-Mechanical Coupled Discontinuous Deformation Analysis (HM-DDA) in a groundwater recycling project located at a goaf mining site. The method for establishing numerical stratigraphic models and determining the required numerical parameters is introduced. This contributes to the comprehensive reconstruction of changes in in-situ stress within the goaf area, encompassing the initial stress equilibrium state, as well as the processes of water pumping and injection. The results indicated that the water injection process mitigated stress concentrations at both ends of the goaf area. Specifically, a 30-m rise in water head resulted in a corresponding elevation of the ground surface by 3.94 ​cm.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Gao, Jingyao
Wang, Wei
Tang, Yiyang
Fan, Hongyun
format Article
author Gao, Jingyao
Wang, Wei
Tang, Yiyang
Fan, Hongyun
author_sort Gao, Jingyao
title Discontinuous deformation analysis for subsidence of fractured formations under seepage: a case study
title_short Discontinuous deformation analysis for subsidence of fractured formations under seepage: a case study
title_full Discontinuous deformation analysis for subsidence of fractured formations under seepage: a case study
title_fullStr Discontinuous deformation analysis for subsidence of fractured formations under seepage: a case study
title_full_unstemmed Discontinuous deformation analysis for subsidence of fractured formations under seepage: a case study
title_sort discontinuous deformation analysis for subsidence of fractured formations under seepage: a case study
publishDate 2024
url https://hdl.handle.net/10356/181358
_version_ 1819113058175287296