Influence of Different Axis-Translation Technique Using Ceramic Disk /Microporous Membrane on Unsaturated Triaxial Test and Its Numerical Simulation
CSTR:
Author:
Affiliation:

1.Department of Civil Engineering, Nagoya Institute of Technology, Nagoya 466‒8555, Japan;2.Faculty of Geoscience and Civil Engineering, Kanazawa University, Kanazawa, Ishikawa 920‒1192, Japan

Clc Number:

P642.3

  • Article
  • | |
  • Metrics
  • |
  • Reference [15]
  • |
  • Related [20]
  • | | |
  • Comments
    Abstract:

    In this paper, an unsaturated triaxial test was conducted on Masado using axis-translation technique (ATT) with ceramic disk/microporous membrane filter (MM filter). The stress-strain relation and drainage properties in the shear stage was obtained under the constant suction condition. Then, the finite element method (FEM) was utilized to simulate the triaxial test as a boundary value problem. The drained/vented triaxial tests results show that the degree of saturation and the drainage discharge of the specimen with the ATT of the MM filter is different from that of the ceramic disk. The calculated global stress-strain relation basically has a similar tendency as the triaxial test. The suction and the saturation are non-uniformly distributed within the specimen. The ATT with the MM filter is able to control the suction better during the shear stage than that with the ceramic disk. Thus, the unsaturated triaxial test with the ATT would be considered as a boundary value problem instead of an element test.

    Reference
    [1] 张子东, 张晓超, 任鹏, 等. 非饱和黄土动力液化研究——以党家岔滑坡为例[J]. 地震工程学报, 2021, 43(5): 1228.ZHANG Zidong,ZHANG Xiaochao,REN Peng,et al. Dynamic liquefaction of unsaturated loess: a case study of Dangjiacha land- slide[J]. China Earthquake Engineering Journal,2021,43(5): 1228.
    [2] JIN Y, YE B, ZHANG F. Numerical simulation of sand subjected to cyclic load under undrained conventional triaxial test[J]. Soils and Foundations, 2010, 50(2): 177.
    [3] NODA T, YOSHIKAWA T. Soil–water–air coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model[J]. Soils and Foundations, 2015, 55(1): 45.
    [4] HILF J W. An investigation of pore-water pressure in compacted cohesive soils[M]. Boulder: University of Colorado at Boulder, 1956.
    [5] HONG W T, JUNG Y S, KANG S, et al. Estimation of soil-water characteristic curves in multiple-cycles using membrane and TDR system[J]. Materials, 2016, 9(12): 1019.
    [6] NISHIMURA T, KOSEKI J, FREDLUND D G, et al. Microporous membrane technology for measurement of soil-water characteristic curve[J]. Geotechnical Testing Journal, 2012, 35(1): 201.
    [7] VAZ E F, GITIRANA G F N, MENDES T A, et al. On the equilibrium of suction and pressure plate tests[J]. Acta Geotechnica, 2021, 16(9): 2741.
    [8] WANG H, KOSEKI J, NISHIMURA T, et al. Membrane filter properties and application of the filter to undrained cyclic triaxial test of unsaturated materials[J]. Canadian Geotechnical Journal, 2017, 54(8): 1196.
    [9] ISHIKAWA T, TOKORO T, ITO K, et al. Testing methods for hydro-mechanical characteristics of unsaturated soils subjected to one-dimensional freeze-thaw action[J]. Soils and Foundations, 2010, 50(3): 431.
    [10] YOSHIKAWA T, NODA T. Triaxial test on water absorption compression of unsaturated soil and its soil-water-air-coupled elastoplastic finite deformation analysis[J]. Soils and Foundations, 2020, 60(5): 1151.
    [11] YOSHIKAWA T, NODA T, KODAKA T. Importance of considering unsaturated triaxial tests including ceramic disk as initial and boundary value problems[J]. Soils and Foundations, 2021, 61(3): 901.
    [12] XIONG X, XIONG Y, ZHANG F. Modelling the hydraulic/mechanical behaviour of an unsaturated completely decomposed granite under various conditions[J]. Geomechanics and Engineering, 2021, 25(2): 75.
    [13] ZHANG F, IKARIYA T. A new model for unsaturated soil using skeleton stress and degree of saturation as state variables[J]. Soils and Foundations, 2011, 51(1): 67.
    [14] XIONG X, XIONG Y, OKINO S, et al. Element tests on the hydraulic/mechanical behaviour of unsaturated decomposed granite soil under various conditions[J]. Bulletin of Engineering Geology and the Environment, 2022, 81(1): 1.
    [15] ASAOKA A, NODA T, YAMADA E, et al. An elasto-plastic description of two distinct volume change mechanisms of soils[J]. Soils and Foundations, 2002, 42(5): 47.
    Cited by
    Comments
    Comments
    分享到微博
    Submit
Get Citation

MA Junnan, XIONG Xi, ZHANG Feng. Influence of Different Axis-Translation Technique Using Ceramic Disk /Microporous Membrane on Unsaturated Triaxial Test and Its Numerical Simulation[J].同济大学学报(自然科学版),2023,51(1):8~15

Copy
Share
Article Metrics
  • Abstract:254
  • PDF: 569
  • HTML: 1059
  • Cited by: 0
History
  • Received:April 22,2022
  • Online: February 02,2023
Article QR Code