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Volume 44 Issue 12
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ZHU Jun-gao, ZHU Cai-feng, WANG Si-rui. Experimental study on embedding amount of rubber film of triaxial specimens of coarse-grained soil[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(12): 2160-2166. DOI: 10.11779/CJGE202212002
Citation: ZHU Jun-gao, ZHU Cai-feng, WANG Si-rui. Experimental study on embedding amount of rubber film of triaxial specimens of coarse-grained soil[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(12): 2160-2166. DOI: 10.11779/CJGE202212002
shu

Experimental study on embedding amount of rubber film of triaxial specimens of coarse-grained soil

  • 1.

    Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210024, China

  • 2.

    Zhenjiang Electric Power Design Institute, Zhengjiang 212000, China

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  • Received Date: October 10, 2021
  • Available Online: December 13, 2022
    Graphical Abstract
    • Abstract
  • During the triaxial drainage shear tests on coarse-grained soil, the rubber film embedded in the particle gap affects the accuracy of measuring the volume deformation of specimens, especially under loading conditions such as isotropic compression and equal stress ratio. In response to this problem, the K0 consolidation tests are carried out on the coarse-grained shell material of the Shuangjiangkou earth-rock dam using the new static lateral pressure coefficient tester for rigid walls and the conventional triaxial tester for flexible walls. The effects of the effective net pressure p, the initial void ratio e0 and the average particle size d50 on the amount of rubber film embedded per unit area are studied. A new method can be used to accurately measure the embedding amount of rubber film. The test results show that the embedding amount of rubber film per unit area has a good hyperbolic relationship with the effective net pressure p/pa, and the effective net pressure p, the initial void ratio e0 and the average particle size d50 all have a greater impact on the embedding amount of rubber film. Based on the test results, an empirical formula for predicting the amount of rubber film embedded per unit area in the triaxial tests on coarse-grained soil is proposed and verified. Compared with the previous test results, the proposed empirical formula can better predict the amount of rubber film embedded in the triaxial tests on coarse-grained soil.
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    • References (23)
  • [1]
    柏树田, 周晓光, 晁华怡. 应力路径对堆石变形特性的影响[J]. 水力发电学报, 1999, 18(4): 76–80. doi: 10.3969/j.issn.1003-1243.1999.04.009

    BAI Shu-tian, ZHOU Xiao-guang, CHAO Hua-yi. Effects of stress path on the deformation of rockfill materials[J]. Journal of Hydroelectric Engineering, 1999, 18(4): 76–80. (in Chinese) doi: 10.3969/j.issn.1003-1243.1999.04.009
    [2]
    张丙印, 吕明治, 高莲士. 粗粒料大型三轴试验中橡皮膜嵌入量对体变的影响及校正[J]. 水利水电技术, 2003, 34(2): 30–33, 67. https://www.cnki.com.cn/Article/CJFDTOTAL-SJWJ200302010.htm

    ZHANG Bing-yin, LÜ Ming-zhi, GAO Lian-shi. Correction of membrane penetration in large-scale triaxial tests for granular materials[J]. Water Resources and Hydropower Engineering, 2003, 34(2): 30–33, 67. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SJWJ200302010.htm
    [3]
    NEWLAND P L, ALLELY B H. Volume changes during undrained triaxial tests on saturated dilatant granular materials[J]. Géotechnique, 1959, 9(4): 174–182. doi: 10.1680/geot.1959.9.4.174
    [4]
    SELIG E T, VAID Y P, NEGUSSEY D. A critical assessment of membrane penetration in the triaxial test[J]. Geotechnical Testing Journal, 1984, 7(2): 70. doi: 10.1520/GTJ10595J
    [5]
    BANERJEE N G. Cyclic behavior of dense coarse-grained materials in relation to the seismic stability of dams[J]. UCB/EERC-79/13, 1979.
    [6]
    ROSCOE K H, SCHOFIELD A N, THURAIRAJAH A. An evaluation of test data for selecting a yield criterion for soils[M]. West Conshohocken: ASTM International, 1964.
    [7]
    ETRIS S F, LIEB K C, SISCA V K, et al. The membrane effect in triaxial testing of granular soils[J]. Journal of Testing and Evaluation, 1973, 1(1): 37. doi: 10.1520/JTE11599J
    [8]
    SEED R B, ANWAR H. Development of a Laboratory Technique for Correcting Results of Undrained Triaxial Shear Tests on Soils Containing Coarse Particles for Effects of Membrane Compliance[R]. Palo Alto: Tanford Univ Calif Dept of Civil Engineering, 1987.
    [9]
    吉恩跃, 朱俊高, 王青龙, 等. 粗颗粒土橡皮膜嵌入试验研究[J]. 岩土工程学报, 2018, 40(2): 346–352. http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract17290.shtml

    JI En-yue, ZHU Jun-gao, WANG Qing-long, et al. Experiment of membrane penetration on coarse grained soil[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(2): 346–352. (in Chinese) http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract17290.shtml
    [10]
    KIEKBUSCH M, SCHUPPENER B. Membrane penetration and its effect on pore pressures[J]. Journal of the Geotechnical Engineering Division, 1977, 103(11): 1267–1279. doi: 10.1061/AJGEB6.0000519
    [11]
    刘荟达, 袁晓铭, 王鸾, 等. 宽级配砾性土橡皮膜嵌入量计算新方法[J]. 岩石力学与工程学报, 2020, 39(4): 804–816. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202004014.htm

    LIU Hui-da, YUAN Xiao-ming, WANG Luan, et al. A new calculation method for membrane penetration in wide-graded gravelly soils[J]. Chinese Journal of Rock Mechanics and Engineering, 2020, 39(4): 804–816. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202004014.htm
    [12]
    孙益振, 邵龙潭, 王助贫, 等. 基于数字图像测量系统的砂砾土试样膜嵌入问题研究[J]. 岩石力学与工程学报, 2006, 25(3): 618–622. doi: 10.3321/j.issn:1000-6915.2006.03.028

    SUN Yi-zhen, SHAO Long-tan, WANG Zhu-pin, et al. Study on membrane penetration in sandy soil specimens based on digital image measurement system[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(3): 618–622. (in Chinese) doi: 10.3321/j.issn:1000-6915.2006.03.028
    [13]
    RAJU V S. Undrained triaxial tests to assess liquefaction potential of sands-Effect of membrane penetration[C]//Proc International Symposium on Soil under Cyclic and Transient Loading. Swansea, 1980: 483–494.
    [14]
    NICHOLSON P G, SEED R B, ANWAR H A. Elimination of membrane compliance in undrained triaxial testing: I measurement and evaluation[J]. Canadian Geotechnical Journal, 1993, 30(5): 727–738. doi: 10.1139/t93-065
    [15]
    TANAKA Y, KOKUSHO T, YOSHIDA Y, et al. A method for evaluating membrane compliance and system compliance in undrained cyclic shear tests[J]. Soils and Foundations, 1991, 31(3): 30–42. doi: 10.3208/sandf1972.31.3_30
    [16]
    朱俊高, 陆阳洋, 蒋明杰, 等. 新型静止侧压力系数试验仪的研制与应用[J]. 岩土力学, 2018, 39(8): 3071–3076. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201808043.htm

    ZHU Jun-gao, LU Yang-yang, JIANG Ming-jie, et al. Development and application of new apparatus for K0 test[J]. Rock and Soil Mechanics, 2018, 39(8): 3071–3076. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201808043.htm
    [17]
    TOKIMATSU K, NAKAMURA K. A simplified correction for membrane compliance in liquefaction tests[J]. Soils and Foundations, 1987, 27(4): 111–122. doi: 10.3208/sandf1972.27.4_111
    [18]
    BALDI G, NOVA R. Membrane penetration effects in triaxial testing[J]. Journal of Geotechnical Engineering, 1984, 110(3): 403–420. doi: 10.1061/(ASCE)0733-9410(1984)110:3(403)
    [19]
    吉恩跃, 朱俊高, 余挺, 等. 橡皮膜嵌入解析解及试验验证[J]. 岩土力学, 2018, 39(8): 2780–2786. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201808009.htm

    JI En-yue, ZHU Jun-gao, YU Ting, et al. Analytic solution and test validation of membrane penetration[J]. Rock and Soil Mechanics, 2018, 39(8): 2780–2786. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201808009.htm
    [20]
    KRAMER S, SIVANESWARAN N. A nondestructive, specimen-specific method for measurement of membrane penetration in the triaxial test[J]. Geotechnical Testing Journal, 1989, 12: 50–59.
    [21]
    KRAMER S L, SIVANESWARAN N, DAVIS R O. Analysis of membrane penetration in triaxial test[J]. Journal of Engineering Mechanics, 1990, 116(4): 773–789.
    [22]
    MOLENKAMP F, LUGER H J. Modelling and minimization of membrane penetration effects in tests on granular soils[J]. Géotechnique, 1981, 31(4): 471–486.
    [23]
    王思睿. 粗颗粒土三轴试验橡皮膜嵌入量研究[D]. 南京: 河海大学, 2020.

    WANG Si-rui. Research on Rubber Film Embedding Amount in Triaxial Test of Coarse-Grained Soil [D]. Nanjing: Hohai University, 2020. (in Chinese)
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