Permeability evolution in fractured anthracite: The roles of crack geometry and water-content

Shugang Wang, Derek Elsworth, Jishan Liu

Research output: Contribution to conferencePaper

4 Citations (Scopus)

Abstract

We report laboratory experiments that examine the roles of crack geometry and water-content on the evolution of permeability in fractured coals. Experiments are conducted on 2.5 cm diameter, 5 cm long cylindrical anthracite samples from Pennsylvania. To explore the permeability evolution due to coal swelling, we conduct experiments on a sample containing multiple embedded cracks and a fully cracked sample, under both dried and water saturated conditions. Under constant total stress and with pore pressure increases, we find the presence of low gas pressure permeability reduction for the intact sample under dried condition, and the absence of permeability reduction for the split sample under dried condition. This observation is congruent with the need for connected bridges to be present within the split sample to cause the observed swelling-induced reduction in permeability. Under water saturated condition, the initial permeabilities for all gases are nearly two orders lower compared with those under dried condition, and all permeabilities increase with increasing pore pressure for both samples. Results suggest that the presence of water in the samples prevents coals from swelling. We also find the sorption capacities and swelling strains are significantly small for water saturated samples.

Original languageEnglish (US)
StatePublished - Dec 6 2011
Event45th US Rock Mechanics / Geomechanics Symposium - San Francisco, CA, United States
Duration: Jun 26 2011Jun 29 2011

Other

Other45th US Rock Mechanics / Geomechanics Symposium
CountryUnited States
CitySan Francisco, CA
Period6/26/116/29/11

Fingerprint

crack geometry
anthracite
Coal
Water content
moisture content
Swelling
permeability
crack
water content
Cracks
geometry
Geometry
Water
Pore pressure
swelling
Gases
coal
Experiments
pore pressure
Sorption

All Science Journal Classification (ASJC) codes

  • Geochemistry and Petrology
  • Geophysics

Cite this

Wang, S., Elsworth, D., & Liu, J. (2011). Permeability evolution in fractured anthracite: The roles of crack geometry and water-content. Paper presented at 45th US Rock Mechanics / Geomechanics Symposium, San Francisco, CA, United States.
Wang, Shugang ; Elsworth, Derek ; Liu, Jishan. / Permeability evolution in fractured anthracite : The roles of crack geometry and water-content. Paper presented at 45th US Rock Mechanics / Geomechanics Symposium, San Francisco, CA, United States.
@conference{297882b49b4947e3bd878418b9adfc23,
title = "Permeability evolution in fractured anthracite: The roles of crack geometry and water-content",
abstract = "We report laboratory experiments that examine the roles of crack geometry and water-content on the evolution of permeability in fractured coals. Experiments are conducted on 2.5 cm diameter, 5 cm long cylindrical anthracite samples from Pennsylvania. To explore the permeability evolution due to coal swelling, we conduct experiments on a sample containing multiple embedded cracks and a fully cracked sample, under both dried and water saturated conditions. Under constant total stress and with pore pressure increases, we find the presence of low gas pressure permeability reduction for the intact sample under dried condition, and the absence of permeability reduction for the split sample under dried condition. This observation is congruent with the need for connected bridges to be present within the split sample to cause the observed swelling-induced reduction in permeability. Under water saturated condition, the initial permeabilities for all gases are nearly two orders lower compared with those under dried condition, and all permeabilities increase with increasing pore pressure for both samples. Results suggest that the presence of water in the samples prevents coals from swelling. We also find the sorption capacities and swelling strains are significantly small for water saturated samples.",
author = "Shugang Wang and Derek Elsworth and Jishan Liu",
year = "2011",
month = "12",
day = "6",
language = "English (US)",
note = "45th US Rock Mechanics / Geomechanics Symposium ; Conference date: 26-06-2011 Through 29-06-2011",

}

Wang, S, Elsworth, D & Liu, J 2011, 'Permeability evolution in fractured anthracite: The roles of crack geometry and water-content', Paper presented at 45th US Rock Mechanics / Geomechanics Symposium, San Francisco, CA, United States, 6/26/11 - 6/29/11.

Permeability evolution in fractured anthracite : The roles of crack geometry and water-content. / Wang, Shugang; Elsworth, Derek; Liu, Jishan.

2011. Paper presented at 45th US Rock Mechanics / Geomechanics Symposium, San Francisco, CA, United States.

Research output: Contribution to conferencePaper

TY - CONF

T1 - Permeability evolution in fractured anthracite

T2 - The roles of crack geometry and water-content

AU - Wang, Shugang

AU - Elsworth, Derek

AU - Liu, Jishan

PY - 2011/12/6

Y1 - 2011/12/6

N2 - We report laboratory experiments that examine the roles of crack geometry and water-content on the evolution of permeability in fractured coals. Experiments are conducted on 2.5 cm diameter, 5 cm long cylindrical anthracite samples from Pennsylvania. To explore the permeability evolution due to coal swelling, we conduct experiments on a sample containing multiple embedded cracks and a fully cracked sample, under both dried and water saturated conditions. Under constant total stress and with pore pressure increases, we find the presence of low gas pressure permeability reduction for the intact sample under dried condition, and the absence of permeability reduction for the split sample under dried condition. This observation is congruent with the need for connected bridges to be present within the split sample to cause the observed swelling-induced reduction in permeability. Under water saturated condition, the initial permeabilities for all gases are nearly two orders lower compared with those under dried condition, and all permeabilities increase with increasing pore pressure for both samples. Results suggest that the presence of water in the samples prevents coals from swelling. We also find the sorption capacities and swelling strains are significantly small for water saturated samples.

AB - We report laboratory experiments that examine the roles of crack geometry and water-content on the evolution of permeability in fractured coals. Experiments are conducted on 2.5 cm diameter, 5 cm long cylindrical anthracite samples from Pennsylvania. To explore the permeability evolution due to coal swelling, we conduct experiments on a sample containing multiple embedded cracks and a fully cracked sample, under both dried and water saturated conditions. Under constant total stress and with pore pressure increases, we find the presence of low gas pressure permeability reduction for the intact sample under dried condition, and the absence of permeability reduction for the split sample under dried condition. This observation is congruent with the need for connected bridges to be present within the split sample to cause the observed swelling-induced reduction in permeability. Under water saturated condition, the initial permeabilities for all gases are nearly two orders lower compared with those under dried condition, and all permeabilities increase with increasing pore pressure for both samples. Results suggest that the presence of water in the samples prevents coals from swelling. We also find the sorption capacities and swelling strains are significantly small for water saturated samples.

UR - http://www.scopus.com/inward/record.url?scp=82555173585&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=82555173585&partnerID=8YFLogxK

M3 - Paper

AN - SCOPUS:82555173585

ER -

Wang S, Elsworth D, Liu J. Permeability evolution in fractured anthracite: The roles of crack geometry and water-content. 2011. Paper presented at 45th US Rock Mechanics / Geomechanics Symposium, San Francisco, CA, United States.