Mechanical testing in unsaturated soils

被引:15
作者
Hoyos L.R. [1 ]
Laloui L. [2 ]
Vassallo R. [3 ]
机构
[1] Department of Civil and Environmental Engineering, The University of Texas at Arlington, Arlington, TX 76019
[2] School of Architecture, Civil and Environmental Engineering, Ecole Polytechnique Fédérale de Lausanne, Lausanne
[3] Dipartimento di Strutture, Geotecnica, Geologia Applicata all'Ingegneria, Università degli Studi della Basilicata, Potenza
来源
Geotech. Geol. Eng. | 2008年 / 6卷 / 675-689期
基金
美国国家科学基金会;
关键词
Axis-translation; Matric suction; Small-strain stiffness; True triaxial stress state; Volume change;
D O I
10.1007/s10706-008-9200-9
中图分类号
学科分类号
摘要
The state-of-the-art report presented herein is aimed at documenting, to the largest extent possible, some of the recent advances in laboratory testing of unsaturated soils for stress-strain-strength-stiffness characterization under suction-controlled isotropic, axisymmetric, and true triaxial stress states. The report is intended to be neither comprehensive nor fully inclusive, offering plenty of room for further discussion on recent refinements and techniques not yet reported in the literature. The main sections in this report are devoted to describing current methods and technologies using cylindrical triaxial systems, including advances in volume change measurements; resonant column/ torsional shear systems; bender element-based systems; and suction-controlled testing under true triaxial stress states. Concluding remarks are included in the last section of the report. © Springer Science+Business Media B.V. 2008.
引用
收藏
页码:675 / 689
页数:14
相关论文
共 50 条
  • [1] Consolidation apparatus for testing unsaturated soils
    Rahardjo, H
    Fredlund, DG
    GEOTECHNICAL TESTING JOURNAL, 1996, 19 (04): : 341 - 353
  • [2] Cone penetration testing in unsaturated soils
    Miller, Gerald A.
    Tan, Norman K.
    Collins, Rodney W.
    Muraleetharan, Kanthasamy K.
    TRANSPORTATION GEOTECHNICS, 2018, 17 : 85 - 99
  • [3] Coupling hydraulic with mechanical models for unsaturated soils
    Sheng, Daichao
    Zhou, An-Nan
    CANADIAN GEOTECHNICAL JOURNAL, 2011, 48 (05) : 826 - 840
  • [4] Modified ring shear apparatus for unsaturated soils testing
    Infante Sedano, Julio Angel
    Vanapalli, Sai K.
    Garga, Vinod K.
    GEOTECHNICAL TESTING JOURNAL, 2007, 30 (01): : 39 - 47
  • [5] Performance of a Cubical Triaxial Apparatus for Testing Saturated and Unsaturated Soils
    Reis, Rodrigo Martins
    de Azevedo, Roberto F.
    Botelho, Betania Severino
    Vilar, Orencio Monje
    GEOTECHNICAL TESTING JOURNAL, 2011, 34 (03): : 177 - 185
  • [6] A Modified Osmotic Direct Shear Apparatus for Testing Unsaturated Soils
    Hamidi, A.
    Habibagahi, G.
    Ajdari, M.
    GEOTECHNICAL TESTING JOURNAL, 2013, 36 (01): : 20 - 29
  • [7] Constitutive surface for unsaturated soils
    Nishimura, T
    Ogawa, S
    Endou, Y
    DEFORMATION AND PROGRESSIVE FAILURE IN GEOMECHANICS - IS-NAGOYA'97, 1997, : 425 - 430
  • [8] Role of Gradation Curve in Description of Mechanical Behavior of Unsaturated Soils
    Pande, G. N.
    Pietruszczak, S.
    Wang, Min
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 20 (02)
  • [9] A novel triaxial testing device for unsaturated soils with measurement of suction and volumetric strains
    Gao, Qian-Feng
    Jrad, Mohamad
    Hattab, Mahdia
    Taibi, Said
    Fleureau, Jean M.
    GEOMECHANICS AND ENGINEERING, 2024, 37 (02) : 109 - 122
  • [10] Mechanical behavior of unsaturated soils from suction controlled ring shear tests
    Yang, Xiuhan
    Vanapalli, Sai K.
    ENGINEERING GEOLOGY, 2024, 341