• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
XU Wei-wei, CHEN Sheng-shui, FU Zhong-zhi, JI En-yue. Measuring method for membrane penetration capacity of coarse-grained soil in triaxial tests[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(8): 1536-1541. DOI: 10.11779/CJGE202108019
Citation: XU Wei-wei, CHEN Sheng-shui, FU Zhong-zhi, JI En-yue. Measuring method for membrane penetration capacity of coarse-grained soil in triaxial tests[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(8): 1536-1541. DOI: 10.11779/CJGE202108019

Measuring method for membrane penetration capacity of coarse-grained soil in triaxial tests

More Information
  • Received Date: December 27, 2020
  • Available Online: December 02, 2022
  • The membrane penetration effects displayed in the coarse-grained soil tests will distort the measurement of volume deformation of samples, thereby affecting the measuring accuracy of strength and deformation index. To this end, by using the same test apparatus, multiple series of isotropic consolidation triaxial tests on the samples of coarse-grained soil with different diameters are implemented. The changing rules of membrane penetration capacity and the related impact factors are analyzed, and an empirical formula is proposed to calculate the membrane penetration capacity of coarse-grained soil. It is shown that the membrane penetration capacity increases with the increase of the confining pressure, and the relationship roughly follows a power function. Under the same confining pressure, with the increase of the sample diameter, the capacity of membrane penetration decreases. The influences of the confining pressure on the membrane penetration capacity are significantly smaller than those of sample size which gradually decreases as the sample diameter increases. Therefore, the strength and deformation tests on coarse-grained soil should be carried out by preparing larger-diameter samples, so that the influences of the membrane penetration effects can be greatly reduced. Due to the great changes in the nature and gradation of coarse-grained parent rock, the existing formulas for the membrane penetration capacity will significantly underestimate the membrane penetration effects of rock-fill samples. It is recommended to use the proposed method to estimate the membrane penetration capacity of coarse-grained soil.
  • [1]
    NEWLAND P L, ALLELY B H. Volume changes in drained taixial tests on granular materials[J]. Géotechnique, 1957, 7(1): 17-34. doi: 10.1680/geot.1957.7.1.17
    [2]
    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
    [3]
    RAJU V S, VENKATARAMANA K. Undrained triaxial tests to assess liquefaction potential of sands: effect of membrane penetration[C]//Proc Int Symp on Soils under Cyclic and Transient Loading Swansea, 1980, Wales.
    [4]
    KIEKBUSCH M, SCHUPPENER B. Membrane penetration and its effects on pore pressures[J]. Journal of the Geotechnical Engineering Division, 1977, 103(11): 1267-1280. doi: 10.1061/AJGEB6.0000519
    [5]
    EVANS M D. Density changes during undrained loading-membrane compliance[J]. Journal of Geotechnical Engineering, 1992, 118(12): 1924-1936 doi: 10.1061/(ASCE)0733-9410(1992)118:12(1924)
    [6]
    SUTTS L D, SHEAHAN T C, TSOI W Y, et al. Membrane penetration remedy for the testing of lightly cemented scrap rubber tire Chips[J]. Geotechnical Testing Journal, 2009, 32(1): 55-63.
    [7]
    KNODEL P C, CHOI J W, ISHIBASHI I. An experimental method for determining membrane penetration[J]. Geotechnical Testing Journal, 1992, 15(4): 413-417. doi: 10.1520/GTJ10258J
    [8]
    LADE P V, HERNANDEZ S B. Membrane penetration effects in undrained tests[J]. Journal of the Geotechnical Engineering Division, 1977, 103(2): 109-125. doi: 10.1061/AJGEB6.0000377
    [9]
    RAGHUNANDAN M E, SHARMA J S, PRADHAN B. A review on the effect of rubber membrane in triaxial tests[J]. Arabian Journal of Geosciences, 2015, 8(5): 3195-3206. doi: 10.1007/s12517-014-1420-0
    [10]
    KRAMER S L, SIVANESWARAN N. Stress-path-dependent correction for membrane penetration[J]. Journal of Geotechnical Engineering, 1989, 115(12): 1787-1804. doi: 10.1061/(ASCE)0733-9410(1989)115:12(1787)
    [11]
    SIVATHAYALAN S, VAID Y P. Truly undrained response of granular soils with no membrane-penetration effects[J]. Canadian Geotechnical Journal, 1998, 35(5): 730-739. doi: 10.1139/t98-048
    [12]
    RAMANA K V, RAJU V S. Constant-volume triaxial tests to study the effects of membrane penetration[J]. Geotechnical Testing Journal, 1981, 4(3): 117-122. doi: 10.1520/GTJ10777J
    [13]
    TOKIMATSU K, NAKAMURA K. A Liquefaction test without membrane penetration effects[J]. Soils and Foundations, 1986, 26(4): 127-138. doi: 10.3208/sandf1972.26.4_127
    [14]
    NICHOLSON P G, SEED R B, ANWAR H A. Elimination of membrane compliance in undrained triaxial testing II. Mitigation by injection compensation[J]. Canadian Geotechnical Journal, 1993, 30(5): 739-746. doi: 10.1139/t93-066
    [15]
    ROSCOE K H, SCHOFIELD A N, THURAIRAJAH A. An evaluation of test data for selecting a yield criterion for soils[M]//Laboratory Shear Testing of Soil, West Conshohocken: ASTM International, 1964: 111-128.
    [16]
    EL-SOHBY M A, ANDRAWES K Z. Deformation characteristics of granular materials under hydrostatic compression[J]. Canadian Geotechnical Journal, 1972, 9(4): 338-350. doi: 10.1139/t72-038
    [17]
    RAJU V S, SADASIVAN S K. Membrane penetration in triaxial tests on sands[J]. Journal of the Geotechnical Engineering Division, 1974, 100(4): 482-489. doi: 10.1061/AJGEB6.0000042
    [18]
    BOPP P A, LADE P V. Membrane penetration in granular materials at high pressures[J]. Geotechnical Testing Journal, 1997, 20(3): 272-278.
    [19]
    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. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201802021.htm

    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) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201802021.htm
    [20]
    ETRIS S F, LIRB K C, SISCAV K, et al. The membrane effect in triaxial testing of granular soils[J]. Journal of Testing and Evaluation, 1973, 1(1): 37-41. doi: 10.1520/JTE11599J
    [21]
    VAID Y P, NEGUSSEY D. A critical assessment of membrane penetration in the triaxial test[J]. Geotechnical Testing Journal, 1984, 7(2): 70-76. doi: 10.1520/GTJ10595J
    [22]
    吉恩跃, 陈生水, 傅中志, 等. 直接测量三轴试验橡皮膜嵌入量的装置及其测量方法: CN109060543B[P]. 2018-12-21.

    JI En-yue, CHEN Sheng-shui, FU Zhong-zhi, et al. Device for Directly Measuring Embedding Amount of Triaxial Rubber Membrance and Measuring Method Thereof: CN109060543B[P]. 2018-12-21. (in Chinese)
    [23]
    龚选. 粗粒土强度特性及三轴试验橡皮膜影响的研究[D]. 南京: 河海大学, 2014.

    GONG Xuan. Test Study on Effects of Rubber Membrane Constraint in Triaxial Test and Strength Characteristics of Coarse-Grained Soil[D]. Nanjing: Hohai University, 2014. (in Chinese)
    [24]
    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. 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. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SJWJ200302010.htm
    [25]
    MOLENKAMP F, LUGER H J. Modelling and minimization of membrane penetration effects in tests on granular soils[J]. Géotechnique, 1981, 31(4): 471-486. doi: 10.1680/geot.1981.31.4.471
    [26]
    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)
    [27]
    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 Engineering, 2020, 39(4): 804-816. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202004014.htm
  • Related Articles

    [1]FENG Huai-ping, MA De-liang, WANG Zhi-peng, CHANG Jian-mei. Measurement of resistivity of unsaturated soils using van der Pauw method[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(4): 690-696. DOI: 10.11779/CJGE201704014
    [2]LIU Song-yu, BIAN Han-liang, CAI Guo-jun, CHU Ya. Influences of water and oil two-phase on electrical resistivity of oil-contaminated soils[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 170-177. DOI: 10.11779/CJGE201701016
    [3]LIU Ting-fa, NIE Yan-xia, HU Li-ming, ZHOU Qi-you, WEN Qing-bo. Model tests on moisture migration based on high-density electrical resistivity tomography method[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(4): 761-768. DOI: 10.11779/CJGE201604023
    [4]ZHAO Yan-ru, CHEN Xiang-sheng, HUANG Li-ping, ZHOU Zhong-hua, XIE Qiang. Experimental study on electrical resistivity of municipal solid waste[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(12): 2205-2216. DOI: 10.11779/CJGE201512010
    [5]GUO Xiu-jun, WU Shui-juan, MA Yuan-yuan. Quantitative investigation of landfill-leachate contaminated sand soil with electrical resistivity method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2066-2071.
    [6]LIU Bin, NIE Li-chao, LI Shu-cai, LI Li-ping, SONG Jie, LIU Zheng-yu. Numerical forward and model tests of water inrush real-time monitoring in tunnels based on electrical resistivity tomography method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2026-2035.
    [7]Numerical modeling of direct current electrical resistivity with 3D FEM based on PCG algorithm[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1846-1855.
    [8]ZHA Fusheng, LIU Songyu, DU Yanjun, CUI Kerui. Quantitative research on microstructures of expansive soils during swelling using electrical resistivity measurements[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(12): 1832-1839.
    [9]HAN Lihua, LIU Songyu, DU Yanjun. New method for testing contaminated soil——electrical resistivity method[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 1028-1032.
    [10]SUN Yue. Numerical analysis for three-dimensional resistivity model by using finite element/infinite element methods[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 733-737.
  • Cited by

    Periodical cited type(11)

    1. 吕庆强,蔡伟. 某库区移民场地条件变化后的砂土液化研究. 地质灾害与环境保护. 2024(01): 70-73 .
    2. 李雨润,范浩然,闫志晓,辛晓梅. 干砂与饱和砂土场地直斜群桩横向动力响应特性对比研究. 自然灾害学报. 2024(03): 202-216 .
    3. 杨洋,魏怡童. 基于分类树的液化概率等级评估新方法. 岩土力学. 2024(07): 2175-2186+2194 .
    4. 李萍萍,赵少飞,鲍俊文,刘子源. 基于标贯试验的含细粒砂土液化概率判别新模型. 防灾减灾工程学报. 2024(05): 1133-1139 .
    5. 袁近远,苏安双,陈龙伟,许成顺,王淼,袁晓铭,张思宇. 基于剪切波速的砾性土液化概率计算的中国方法. 岩土力学. 2024(11): 3378-3387+3415 .
    6. 袁近远,王兰民,汪云龙,袁晓铭. 不同设防水准下场地液化震害风险差异性研究. 岩石力学与工程学报. 2023(01): 246-260 .
    7. 王维铭,陈龙伟,郭婷婷,汪云龙,凌贤长. 基于中国砂土液化数据库的标准贯入试验液化判别方法研究. 岩土力学. 2023(01): 279-288 .
    8. 郝少雷,张兵,徐世光,李岳峰,陈梦瑞,邓立雄,郭薇. 基于SPT-APD-DDA的砂土液化评价方法研究. 地震工程学报. 2023(04): 877-886 .
    9. 李原,王睿,张建民. 地下水位上升对北京土层地震液化的影响. 土木工程学报. 2023(S2): 95-103 .
    10. 赵志江. 泵站基础液化判别方法分析. 水利技术监督. 2023(12): 217-221 .
    11. 邱香,袁晓铭,李鑫洋,汪云龙,李兆焱,张思宇. 不同地区数据下CPT液化判别公式的差异性与互用可行性研究. 土木工程学报. 2022(S1): 241-249 .

    Other cited types(6)

Catalog

    Article views PDF downloads Cited by(17)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return