dc.contributor.author
Wang, Lei
dc.contributor.author
Rybacki, Erik
dc.contributor.author
Bonnelye, Audrey
dc.contributor.author
Bohnhoff, Marco
dc.contributor.author
Dresen, Georg
dc.date.accessioned
2021-02-11T10:54:36Z
dc.date.available
2021-02-11T10:54:36Z
dc.identifier.uri
https://refubium.fu-berlin.de/handle/fub188/28906
dc.identifier.uri
http://dx.doi.org/10.17169/refubium-28655
dc.description.abstract
Knowledge of pressure-dependent static and dynamic moduli of porous reservoir rocks is of key importance for evaluating geological setting of a reservoir in geo-energy applications. We examined experimentally the evolution of static and dynamic bulk moduli for porous Bentheim sandstone with increasing confining pressure up to about 190 MPa under dry and water-saturated conditions. The static bulk moduli (K-s) were estimated from stress-volumetric strain curves while dynamic bulk moduli (K-d) were derived from the changes in ultrasonic P- and S- wave velocities (similar to 1 MHz) along different traces, which were monitored simultaneously during the entire deformation. In conjunction with published data of other porous sandstones (Berea, Navajo and Weber sandstones), our results reveal that the ratio between dynamic and static bulk moduli (K-d/K-s) reduces rapidly from about 1.5 - 2.0 at ambient pressure to about 1.1 at high pressure under dry conditions and from about 2.0 - 4.0 to about 1.5 under water-saturated conditions, respectively. We interpret such a pressure-dependent reduction by closure of narrow (compliant) cracks, highlighting thatK(d)/K(s)is positively correlated with the amount of narrow cracks. Above the crack closure pressure, where equant (stiff) pores dominate the void space,K-d/K(s)is almost constant. The enhanced difference between dynamic and static bulk moduli under water saturation compared to dry conditions is possibly caused by high pore pressure that is locally maintained if measured using high-frequency ultrasonic wave velocities. In our experiments, the pressure dependence of dynamic bulk modulus of water-saturated Bentheim sandstone at effective pressures above 5 MPa can be roughly predicted by both the effective medium theory (Mori-Tanaka scheme) and the squirt-flow model. Static bulk moduli are found to be more sensitive to narrow cracks than dynamic bulk moduli for porous sandstones under dry and water-saturated conditions.
en
dc.format.extent
20 Seiten
dc.rights.uri
https://creativecommons.org/licenses/by/4.0/
dc.subject
Porous sandstone
en
dc.subject
Static bulk modulus
en
dc.subject
Dynamic bulk modulus
en
dc.subject
Narrow (compliant) cracks
en
dc.subject
Equant (stiff) pores
en
dc.subject.ddc
500 Naturwissenschaften und Mathematik::550 Geowissenschaften, Geologie::550 Geowissenschaften
dc.title
Experimental Investigation on Static and Dynamic Bulk Moduli of Dry and Fluid-Saturated Porous Sandstones
dc.type
Wissenschaftlicher Artikel
dcterms.bibliographicCitation.doi
10.1007/s00603-020-02248-3
dcterms.bibliographicCitation.journaltitle
Rock Mechanics and Rock Engineering
dcterms.bibliographicCitation.pagestart
129
dcterms.bibliographicCitation.pageend
148
dcterms.bibliographicCitation.volume
54
dcterms.bibliographicCitation.url
https://doi.org/10.1007/s00603-020-02248-3
refubium.affiliation
Geowissenschaften
refubium.resourceType.isindependentpub
no
dcterms.accessRights.openaire
open access
dcterms.isPartOf.issn
0723-2632
dcterms.isPartOf.eissn
1434-453X
refubium.resourceType.provider
WoS-Alert