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

    Considering the nonlinear characteristic of the shear strength of the municipal solid waste and based on power form function, a nonlinear strength criterion in p-q stress space was proposed. According to the proposed criterion, the friction angle corresponding to the linear Mohr-Coulomb criterion was obtained, and it was shown to decrease with the increasing of the initial confining stress. By adopting the incremental hardening rule and suitable plastic potential function, a non-associated elasto-plasticity model for the MSW was built. By predicting a series of consolidated drained triaxial tests of MSW, the proposed model was shown to be able to predict the stress-strain relationships of MSW rightly and could give out reasonable prediction of the volumetric strain.

    Reference
    [1] Gomes C, Lopes M L, Oliveira P J V. Municipal solid waste shear strength parameters defined through laboratorial and in situ tests[J]. Journal of the Air Waste Management Association, 2013, 63(11): 1352-1368
    [2] Zhan T L T, Chen Y M, Ling W A. Shear strength characterization of municipal solid waste at the Suzhou landfill, China[J]. Engineering Geology, 2008, 9797-111
    [3] 冯世进, 周子范, 陈云敏, 詹良通. 城市固体废弃物剪切强度参数的研究[J]. 浙江大学学报(工学版), 2005, 39(7): 987-991. (FENG Shi-jin, ZHOU Zi-fan, CHEN Yun-min, ZHAN Liang-tong. Study on shear strength parameters of municipal solid waster[J]. Journal of Zhejiang University (Engineering Science), 2005, 39(7):987-991.(in Chinese))
    [4] Bray J D, Zekkos D, Jr. E K, Athanasopoulos G A, Riemer M F. Shear Strength of Municipal Solid Waste[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2009, 135(6): 709-722
    [5] Zekkos D, Athanasopoulos G A, Bray J D, Grizi A, Theodoratos A. Large-scale direct shear testing of municipal solid waste[J]. Waste Management, 2010, 30(8-9): 1544-1555
    [6] Bareither C A, Benson C H, Edil T B. Effects of waste composition and decomposition on the shear strength of municipal solid waste[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2012, 138(1): 1161-1174
    [7] Bhandari A R, Powrie W. Behavior of an MBT waste in monotonic triaxial shear tests[J]. Waste Management, 2013, 33(4): 881-891
    [8] Stark T D, Huvaj-Sarihan N, Li G. Shear strength of municipal solid waste for stability analyses[J]. Engineering Geology, 2009, 57(8): 1911-1923
    [9] Baker R. Nonlinear Mohr envelopes based on triaxial data[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2004, 130(5): 498-506
    [10] Jones D V, Dixon N. Landfill lining stability and integrity: the role of waste settlement [J]. Geotextiles and Geomembranes, 2005, 23(1): 27-53
    [11] Machado S L, Miriam F C, Orencio M V. Constitutive model for municipal solid waste[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2002, 128(11): 940-951
    [12] 冯世进, 陈云敏, 高丽亚, 高广运. 城市固体废弃物的剪切强度机理及本构关系[J]. 岩土力学, 2007, 28(12): 2524-2528. (FENG Shi-jin, CHEN Yun-min, GAO Li-ya, GAO Guang-yun. Shear strength mechanism and constitutive model of municipal solid waste[J]. Rock and Soil Mechanics. 2007,28(12): 2524-2528(in Chinese))
    [13] 高丽亚, 冯世进, 陈云敏, 孔宪京. 城市固体废弃物大直径三轴压缩试验研究[J]. 同济大学学报(自然科学版), 2007, 35(12): 1602-1606. (GAO Li-ya, FENG Shi-jin, CHEN Yun-min, KONG Xian-jing. Large-scale triaxial compression test for municipal solid waste[J].Journal of Tongji University (Natural Science), 2007, 35(12):1602-1606.(in Chinese))
    [14] 李俊超, 朱斌, 连宝琴, 王磊, 陈云敏. 城市固废应变硬化与强度特性研究[C]. 第一届全国岩土多场相互作用及环境土工学术研讨会, 2012. 433-440.
    [15] Pietruszczak S, Stolle F E. Deformation of strain softening material, Part II: modelling of strain softening response[J]. Computers and Geotechnics, 1987, 4(2): 109-123
    Related
    Cited by
    Comments
    Comments
    分享到微博
    Submit
Get Citation

王蓉. A constitutive model for the municipal solid waste based on nonlinear strength criterion[J].同济大学学报(自然科学版),2015,43(9):1308~1312

Copy
Share
Article Metrics
  • Abstract:1168
  • PDF: 923
  • HTML: 36
  • Cited by: 0
History
  • Received:August 21,2014
  • Revised:May 19,2015
  • Adopted:March 31,2015
  • Online: October 26,2015
Article QR Code