Wetting collapse analysis on partially saturated oil chalks by a modified cam clay model based on effective stress

被引:7
作者
Ma, Jianjun [1 ]
机构
[1] Wenzhou Univ, Coll Architecture & Civil Engn, Wenzhou 325035, Peoples R China
基金
美国国家科学基金会;
关键词
Wetting collapse; Wetting swelling; Partially saturated; Effective stress; Modified cam clay model; Oil chalks; CONSTITUTIVE RELATIONS; MECHANICAL-BEHAVIOR; STRENGTH; SOILS; ROCK; POROSITY; WATER;
D O I
10.1016/j.petrol.2018.04.006
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
This paper presents an interpretation of wetting collapse in partially saturated oil chalks subjected to water flooding. For this purpose, two competitive mechanisms, namely, compressive plastic strains and elastic swelling, have been analyzed through a modified Cam Clay model based on effective stress. The resulting simulation shows that, mechanical behaviors of oil chalks upon wetting have been captured with good accuracy. The interpretation detects the possibility of wetting compaction/swelling for oil chalks under different stress states, emphasis is also placed on specific conditions for the occurrence of wetting collapse. Inspections on effective stress and preconsolidation stress paths show that, the distance between two streams plays the main role on the magnitude of accumulated compressive plastic strain. Since wetting process generally leads to two competitive deformation, elastic swelling due to the diminution of suction and additional plastic flow due to the diminution of plastic yield stress (contraction of yield surface), the plastic compaction would outweigh elastic swelling if a threshold value of suction can be achieved.
引用
收藏
页码:44 / 53
页数:10
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  • [21] Brooks R. H., 1964, HYDRAULIC PROPERTIES, DOI DOI 10.13031/2013.40684
  • [22] Mechanical behaviour of Lixhe chalk partly saturated by oil and water: experiment and modelling
    Collin, F
    Cui, YJ
    Schroeder, C
    Charlier, R
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2002, 26 (09) : 897 - 924
  • [23] Unsaturated rock mechanics applied to a low-porosity shale
    da Silva, Mikael Ramos
    Schroeder, Christian
    Verbrugge, Jean-Claude
    [J]. ENGINEERING GEOLOGY, 2008, 97 (1-2) : 42 - 52
  • [24] On the collapse behaviour of oil reservoir chalk
    De Gennaro, V
    Delage, P
    Priol, G
    Collin, F
    Cui, YJ
    [J]. GEOTECHNIQUE, 2004, 54 (06): : 415 - 420
  • [25] Delage P, 1996, EUROCK '96/TORINO/ITALY - PREDICTION AND PERFORMANCE IN ROCK MECHANICS AND ROCK ENGINEERING, PROCEEDINGS, VOLS 1 AND 2, P1291
  • [26] Effect of groundwater and sea weathering cycles on the strength of chalk rock from unstable coastal cliffs of NW France
    Duperret, A
    Taibi, S
    Mortimore, RN
    Daigneault, M
    [J]. ENGINEERING GEOLOGY, 2005, 78 (3-4) : 321 - 343
  • [27] BEHAVIOR OF CLAYEY SOILS ON DRYING WETTING PATHS
    FLEUREAU, JM
    KHEIRBEKSAOUD, S
    SOEMITRO, R
    TAIBI, S
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 1993, 30 (02) : 287 - 296
  • [28] CONSTITUTIVE RELATIONS FOR VOLUME CHANGE IN UNSATURATED SOILS
    FREDLUND, DG
    MORGENSTERN, NR
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 1976, 13 (03) : 261 - 276
  • [29] Mechanical behaviour of a porous chalk and water/chalk interaction part 1: Experimental study
    Homand, S
    Shao, JF
    [J]. OIL & GAS SCIENCE AND TECHNOLOGY-REVUE D IFP ENERGIES NOUVELLES, 2000, 55 (06): : 591 - 598
  • [30] Elastoplastic damage modeling of desaturation and resaturation in argillites
    Jia, Y.
    Bian, H. B.
    Su, K.
    Kondo, D.
    Shao, J. F.
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2010, 34 (02) : 187 - 220