2021
DOI: 10.1016/j.enggeo.2021.106451
|View full text |Cite
|
Sign up to set email alerts
|

Unloading induced absolute negative pore pressures in a low permeable clay shale

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

2022
2022
2024
2024

Publication Types

Select...
6
1

Relationship

0
7

Authors

Journals

citations
Cited by 12 publications
(2 citation statements)
references
References 32 publications
0
2
0
Order By: Relevance
“…The following test case describes this scenario and was motivated by the example presented in Khaledi et al [2021]. It focuses on a core drilling experiment in Opalinus clay.…”
Section: Momas Benchmark: Phase Appearance Testmentioning
confidence: 99%
“…The following test case describes this scenario and was motivated by the example presented in Khaledi et al [2021]. It focuses on a core drilling experiment in Opalinus clay.…”
Section: Momas Benchmark: Phase Appearance Testmentioning
confidence: 99%
“…The nature of shale pore networks, including pore morphology, connectivity, and distribution (both in organic matter and mineral hosts), is a key factor affecting subsurface transport and storage in shales for the recovery of CH 4 as a transitional fuel, storage of H 2 , , sequestration of CO 2 , and geomechanical behaviors like tunnel excavation and slope engineering. Different experimental techniques have been used to characterize the pore structure of shales . The currently available imaging tools for high-resolution three-dimensional (3D) analysis of rock samples include nondestructive instruments, such as X-ray computed tomography (CT), and destructive instruments such as dual beam Focused Ion Beam and Scanning Electron Microscope (FIB-SEM) tomography. , However, the higher resolution provided by advanced imaging techniques such as FIB-SEM and nano-CT inevitably limits the study field-of-view (FOV).…”
Section: Introductionmentioning
confidence: 99%