Croize, Delphine et al. (2010): Petrophysical properties of bioclastic platform carbonates; implications for porosity controls during burial

Leg/Site/Hole:
ODP 194
ODP 194 1193
ODP 194 1196
Identifier:
2011-078328
georefid

10.1016/j.marpetgeo.2009.11.008
doi

Creator:
Croize, Delphine
University of Oslo, Department of Geosciences, Oslo, Norway
author

Ehrenberg, Stephen N.
Sultan Qaboos University, Oman
author

Bjorlykke, Knut
Universite Joseph Fourier, France
author

Renard, Francois
author

Jahren, Jens
author

Identification:
Petrophysical properties of bioclastic platform carbonates; implications for porosity controls during burial
2010
In: Aagaard, Per (editor), Jahren, Jens (editor), Compaction processes; porosity, permeability and rock properties evolution in sedimentary basins
Elsevier, Oxford, United Kingdom
27
8
1765-1774
This study is based on rock mechanical tests of samples from platform carbonate strata to document their petrophysical properties and determine their potential for porosity loss by mechanical compaction. Sixteen core-plug samples, including elven limestones and five dolostones, from Miocene carbonate platforms on the Marion Plateau, offshore northeast Australia, were tested at vertical effective stress, sigma (sub 1) ', of 0-70 MPa, as lateral strain was kept equal to zero. The samples were deposited as bioclastic facies in platform-top settings having paleo-water depths of <10-90 m. They were variably cemented with low-Mg calcite and five of the samples were dolomitized before burial to present depths of 39-635 m below sea floor with porosities of 8-46%. Ten samples tested under dry conditions had up to 0.22% strain at sigma (sub 1) (super ') =50 MPa, whereas six samples tested saturated with brine, under drained conditions, had up to 0.33% strain. The yield strength was reached in five of the plugs. The measured strains show an overall positive correlation with porosity. V (sub p) ranges from 3640 to 5660 m/s and V (sub s) from 1840 to 3530 m/s. Poisson coefficient is 0.20-0.33 and Young's modulus at 30 MPa ranged between 5 and 40 GPa. Water saturated samples had lower shear moduli and slightly higher P- to S-wave velocity ratios. Creep at constant stress was observed only in samples affected by pore collapse, indicating propagation of microcracks. Although deposited as loose carbonate sand and mud, the studied carbonates acquired reef-like petrophysical properties by early calcite and dolomite cementation. The small strains observed experimentally at 50 MPa indicate that little mechanical compaction would occur at deeper burial. However, as these rocks are unlikely to preserve their present high porosities to 4-5 km depth, further porosity loss would proceed mainly by chemical compaction and cementation. Abstract Copyright (2010) Elsevier, B.V.
English
Serial
Coverage:Geographic coordinates:
North:-20.1400
West:151.4700East: 152.5200
South:-21.0100

Sedimentary petrology; Economic geology, geology of energy sources; acoustical waves; bioclastic sedimentation; body waves; burial diagenesis; carbonate platforms; carbonate rocks; cementation; compaction; Coral Sea; depositional environment; diagenesis; early diagenesis; elastic waves; Leg 194; Marion Plateau; mechanical properties; mineral composition; Ocean Drilling Program; ODP Site 1193; ODP Site 1196; P-waves; Pacific Ocean; paleoenvironment; petroleum; petroleum exploration; physical properties; porosity; reservoir properties; reservoir rocks; S-waves; sedimentary petrology; sedimentary rocks; sedimentation; seismic waves; South Pacific; Southwest Pacific; strain; stress; triaxial tests; velocity; well-logging; West Pacific;

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