Influence of lithology and compaction on the pore size distribution and modelled permeability of some mudstones from the Norwegian margin

被引:145
作者
Yang, YL [1 ]
Aplin, AC [1 ]
机构
[1] Univ Newcastle Upon Tyne, NRG, Fossil Fuels & Environm Geochem Postgrad Inst, Newcastle Upon Tyne NE1 7RU, Tyne & Wear, England
关键词
mudstone; permeability; pore size distribution; compaction;
D O I
10.1016/S0264-8172(98)00008-7
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
We have derived a permeability model which uses pore shape, pore throat size distribution and pore alignment as key inputs. The pore shape is two frustra of cones connected at their base. Both the pore shape and alignment change with increasing compaction, developing a higher aspect ratio and becoming increasingly perpendicular to the direction of maximum stress. The uncalibrated model predicts the vertical permeability of some experimentally compacted muds to a factor of three. The model is used to estimate the vertical and horizontal permeability of eleven mudstones from the Norwegian Margin for which we have also determined porosity, pore size distribution, grain size distribution and specific surface area. Samples were chosen in order to investigate the influence of both compaction and lithology on pore size distribution and permeability. Porosity is lost mainly by the collapse of those larger pores which also contribute most of the permeability. Modelled vertical permeabilities of samples buried to between 855 and 3605 m vary from 3.3 x 10(-19) to 1.2 x 10(-21)m(2) and are not simply related either to porosity or effective stress. Permeability is strongly influenced both by porosity and detailed lithology, as described for example by the % < 2 mu m particles. The modelled permeability of lithologically similar mudstones decreases logarithmically with decreasing porosity but at a single level of effective stress permeabilities of lithologically different mudstones vary by more than two orders of magnitude. At lower levels of effective stress (< 10 MPa) coarser grained (siltier) mudstones appear to have a greater range of pore radii, a much larger mean pore radius and much higher permeabilities than finer grained mudstones. Vertical permeabilities calculated using the equation derived in this paper are between three and seventy times lower than permeabilities calculated from the Kozeny-Carman equation, assuming a value of one hundred for the product of the tortuosity and shape factors in the equation. (C) 1998 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:163 / 175
页数:13
相关论文
共 43 条
[1]   SOME MEASUREMENTS OF THE PERMEABILITY OF KAOLIN [J].
ALTABBAA, A ;
WOOD, DM .
GEOTECHNIQUE, 1987, 37 (04) :499-503
[2]   ASSESSMENT OF BETA, THE COMPRESSION COEFFICIENT OF MUDSTONES AND ITS RELATIONSHIP WITH DETAILED LITHOLOGY [J].
APLIN, AC ;
YANG, YL ;
HANSEN, S .
MARINE AND PETROLEUM GEOLOGY, 1995, 12 (08) :955-963
[3]   FLOW IN TUBES WITH PERIODIC STEP CHANGES IN DIAMETER - NUMERICAL-SOLUTION [J].
AZZAM, MIS ;
DULLIEN, FAL .
CHEMICAL ENGINEERING SCIENCE, 1977, 32 (12) :1445-1455
[4]   MOLECULAR-BASIS FOR TRYPANOSOME ANTIGENIC VARIATION [J].
BORST, P ;
CROSS, GAM .
CELL, 1982, 29 (02) :291-303
[5]  
*BRIT STAND I, 1990, 1377 BRIT STAND I
[6]   30TH RANKINE LECTURE - ON THE COMPRESSIBILITY AND SHEAR-STRENGTH OF NATURAL CLAYS [J].
BURLAND, JB .
GEOTECHNIQUE, 1990, 40 (03) :329-378
[7]   MEASUREMENTS OF THE PERMEABILITY OF LONDON CLAY USING A SELF-BORING PERMEAMETER [J].
CHANDLER, RJ ;
LEROUEIL, S ;
TRENTER, NA .
GEOTECHNIQUE, 1990, 40 (01) :113-124
[8]   FLOW OF GASES THROUGH CONSOLIDATED POROUS MEDIA [J].
CORNELL, D ;
KATZ, DL .
INDUSTRIAL AND ENGINEERING CHEMISTRY, 1953, 45 (10) :2145-2152
[9]  
Craig R.F., 1995, SOIL MECH, P427
[10]   GEOMETRY OF FLOW PATHS FOR FLUID TRANSPORT IN ROCKS [J].
DAVID, C .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 1993, 98 (B7) :12267-12278