Porosity loss in sand by grain crushing - experimental evidence and relevance to reservoir quality

被引:172
作者
Chuhan, FA [1 ]
Kjeldstad, A [1 ]
Bjorlykke, K [1 ]
Hoeg, K [1 ]
机构
[1] Univ Oslo, Dept Geol, N-0316 Oslo, Norway
关键词
sand; compaction; grain crushing; reservoir quality;
D O I
10.1016/S0264-8172(01)00049-6
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The compaction of loose sands has been tested up to high effective stresses (50 MPa). More than 50 test runs were made on five different types of sands, which were of well-sorted fine- to coarse-grained, mono-quartz and Ethic compositions. The compaction curves are related directly to observations made from thin sections prepared at different stress levels. The image analyses of the thin sections show that the degree of grain fracturing increases continuously as a function of stress level. Fracturing is more intense in coarse- than in fine-grained sands and a lithic sand, fractures more readily than a mono-quartz sand in a given grain size category. Petrographic observations and grain size analyses show that, although the average grain size reduces with increasing stress level, grain fracturing is most effective in producing grains between 50 and 200 mum, which also reduces the sorting of the sands. Grain size reduction and porosity losses are higher in coarse-grained and lithic sands than in fine-grained and mono-crystalline quartz dominated sands. Fractures similar to those experimentally produced a-re also seen in the deeply buried Jurassic reservoir sandstones from Haltenbanken area. The experimental compaction data may provide a basis to predict reservoir quality prior to extensive quartz cementation. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:39 / 53
页数:15
相关论文
共 31 条
  • [1] [Anonymous], DEV SEDIMENTOLOGY
  • [2] BJORLYKKE K, 1999, GROWTH DISSOLUTION P, P381
  • [3] Boggs, 1992, PETROLOGY SEDIMENTAR, P707
  • [4] BRZESOWSKY RH, 1995, THESIS U UTRECHT NET
  • [5] THE MECHANICS OF UNCEMENTED CARBONATE SANDS
    COOP, MR
    [J]. GEOTECHNIQUE, 1990, 40 (04): : 607 - 626
  • [6] COOP MR, 1993, BEHAV GRANULAR SOILS, P186
  • [7] DEWALL JA, 1996, RATE TYPE COMPACTION, P165
  • [8] THE DIAGENETIC ROLE OF BRITTLE DEFORMATION IN COMPACTION AND PRESSURE SOLUTION, ETJO SANDSTONE, NAMIBIA
    DICKINSON, WW
    MILLIKEN, KL
    [J]. JOURNAL OF GEOLOGY, 1995, 103 (03) : 339 - 347
  • [9] Mechanical compaction of deeply buried sandstones of the North Sea
    Fisher, QJ
    Casey, M
    Ben Clennell, M
    Knipe, RJ
    [J]. MARINE AND PETROLEUM GEOLOGY, 1999, 16 (07) : 605 - 618
  • [10] Fisher QJ, 1998, GEOL SOC SPEC PUBL, V147, P117, DOI 10.1144/GSL.SP.1998.147.01.08