Suction effects in deep Callovo-Oxfordian claystone

被引:16
|
作者
Delage, P. [1 ]
Menaceur, H. [1 ]
Tang, A. M. [1 ]
Talandier, J. [2 ]
机构
[1] Ecole Ponts ParisTech, Navier CERMES, Marne La Vallee, France
[2] ANDRA, Chatenay Malabry, France
关键词
clays; fabric/structure of soils; partial saturation; radioactive waste disposal; rocks/rock mechanics; suction;
D O I
10.1680/geolett.14.00062
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
An experimental programme was carried out with the aim of investigating suction effects in a specimen of Callovo-Oxfordian claystone extracted at great depth (479 m). A specimen that was saturated in an oedometer with limited swelling exhibited significant swelling and desaturation upon quick unloading at constant water content. The microstructure after unloading was compared with the initial microstructure based on mercury intrusion porosimetry measurements. Since the pore size distribution curves before and after loading appeared to be comparable in the range of pore sizes covered by mercury intrusion (entrance diameter between 363.6 mu m and 5.5 nm), it was concluded, based on microstructure considerations, that swelling occurred in pores with a diameter less than 5.5 nm, from water transfer within the clay matrix from inter-platelet to intra-platelet pores. This mechanism might occur when excavating galleries in areas of an excavation damaged zone that support instantaneous unloading sequences, as a first desaturation process prior to subsequent evaporation due to the ventilation of galleries.
引用
收藏
页码:267 / 271
页数:5
相关论文
共 50 条
  • [31] Active porosity in swelling shales: insight from the Callovo-Oxfordian claystone
    Belmokhtar, M.
    Delage, P.
    Ghabezloo, S.
    Conil, N.
    GEOTECHNIQUE LETTERS, 2018, 8 (03) : 226 - 230
  • [32] Poroelasticity of the Callovo–Oxfordian Claystone
    Malik Belmokhtar
    Pierre Delage
    Siavash Ghabezloo
    Anh-Minh Tang
    Hamza Menaceur
    Nathalie Conil
    Rock Mechanics and Rock Engineering, 2017, 50 : 871 - 889
  • [33] Response of Callovo-Oxfordian claystone during drying tests: unsaturated hydromechanical behavior
    Guillon, Theophile
    Giot, Richard
    Giraud, Albert
    Armand, Gilles
    ACTA GEOTECHNICA, 2012, 7 (04) : 313 - 332
  • [34] Excavation induced over pore pressure around drifts in the Callovo-Oxfordian claystone
    Vu, Minh-Ngoc
    Guayacan Carrillo, Lina Maria
    Armand, Gilles
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2023, 27 (08) : 2614 - 2629
  • [35] Investigation into the hydration- and compression-induced damage of Callovo-Oxfordian claystone
    Wang, Hao
    Cui, Yu-Jun
    Vu, Minh-Ngoc
    Talandier, Jean
    ACTA GEOTECHNICA, 2024, 19 (04) : 2315 - 2322
  • [36] Numerical investigation of the gas-induced fracturing behavior of the Callovo-Oxfordian claystone
    Plúa, Carlos
    de La Vaissière, Rémi
    Armand, Gilles
    Olivella, Sebastià
    Rodriguez-Dono, Alfonso
    Yu, Zhan
    Shao, Jian-fu
    Radeisen, Eike
    Shao, Hua
    Geomechanics for Energy and the Environment, 2025, 42
  • [37] Inputs from in situ experiments to the understanding of the unsaturated behaviour of Callovo-Oxfordian claystone
    Armand, Gilles
    Djizanne, Hippolyte
    Zghondi, Jad
    de La Vaissiere, Remi
    Talandier, Jean
    Conil, Nathalie
    3RD EUROPEAN CONFERENCE ON UNSATURATED SOILS - E-UNSAT 2016, 2016, 9
  • [38] Time-dependent behaviour of the Callovo-Oxfordian claystone-concrete interface
    Eleni Stavropoulou
    Matthieu Briffaut
    Frédéric Dufour
    Guillaume Camps
    Journal of Rock Mechanics and Geotechnical Engineering, 2020, 12 (01) : 89 - 101
  • [39] Response of Callovo-Oxfordian claystone during drying tests: unsaturated hydromechanical behavior
    Théophile Guillon
    Richard Giot
    Albert Giraud
    Gilles Armand
    Acta Geotechnica, 2012, 7 : 313 - 332
  • [40] Investigation into the hydration- and compression-induced damage of Callovo-Oxfordian claystone
    Hao Wang
    Yu-Jun Cui
    Minh-Ngoc Vu
    Jean Talandier
    Acta Geotechnica, 2024, 19 : 2315 - 2322