NAPL Permeation Tests of Shanghai Saturated Clay Using Consolidation Permeameter

被引:0
|
作者
Gao, Yanbin [1 ]
Ju, Yihan [1 ]
机构
[1] College of Civil Engineering, Tongji University, Shanghai,200092, China
来源
关键词
Leakage (fluid) - Permeameters (magnetic permeability) - Permeameters (mechanical permeability) - Soil structure interactions - Soil testing;
D O I
10.11908/j.issn.0253-374x.22431
中图分类号
学科分类号
摘要
In non-aqueous phase liquid (NAPL)permeation test of saturated clay,NAPL-clay interactions can lead to sample shrinkage and sidewall leakage,which affects the reliability of the test results. Kerosene permeation tests using consolidation permeameter were conducted on Shanghai mucky clay to investigate the influence of vertical consolidation pressure pv and the soil structure on sidewall leakage and test results. The test results show that for intact samples with a flocculation structure,sidewall leakage occurred at pv = 50 kPa and 200 kPa,resulting in an overestimation of permeability coefficient,while reliable test results can be obtained at pv = 400 kPa. However,for remolded samples with a dispersed structure,sidewall leakage still existed even at pv = 400 kPa. Based on the pore distribution of the intact soil sample and the test results at pv = 400 kPa,the characteristics of NAPL permeation in Shanghai mucky clay are discussed in detail. These results are valuable for understanding the migration characteristics of NAPL pollutants in coastal soft clay. © 2024 Science Press. All rights reserved.
引用
下载
收藏
页码:1543 / 1550
相关论文
共 50 条
  • [1] Consolidation behaviour of double-porosity clay using flexible wail permeameter
    Juneja, Ashish
    Chafale, Anurag Shantaram
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT, 2019, 172 (03) : 179 - 191
  • [2] The uniaxial compressive and tensile tests of frozen saturated clay in Shanghai area
    Chen, Youliang
    Azzam, Rafig
    Wang, Ming
    Xu, Shan
    Chang, Lequn
    ENVIRONMENTAL EARTH SCIENCES, 2011, 64 (01) : 29 - 36
  • [3] The uniaxial compressive and tensile tests of frozen saturated clay in Shanghai area
    Youliang Chen
    Rafig Azzam
    Ming Wang
    Shan Xu
    Lequn Chang
    Environmental Earth Sciences, 2011, 64 : 29 - 36
  • [4] ANALYSES OF DEFORMATION BEHAVIOR OF A SATURATED SOFT CLAY IN ANISOTROPIC CONSOLIDATION TESTS.
    Yasuhara, Kazuya
    Transactions of the Japan Society of Civil Engineers Tokyo. 1969, 1980, 11 : 207 - 211
  • [5] Behavior of collapsible loess saturated with NAPL in confined compresion tests
    Francisca, Franco M.
    Montoro, Marcos A.
    Redolfi, Emilio R.
    Pesca Pinto, Gustavo
    Capdevila, Lisandro
    FROM FUNDAMENTALS TO APPLICATIONS IN GEOTECHNICS, 2015, : 2031 - 2038
  • [6] CONSOLIDATION OF SATURATED CLAY WITH VARIABLE PERMEABILITY AND COMPRESSIBILITY
    POSKITT, TJ
    GEOTECHNIQUE, 1969, 19 (02): : 234 - &
  • [7] Effects of earthquake on the secondary consolidation of saturated clay
    Matsuda, Hiroshi
    Tran Thanh Nhan
    Sato, Hidemasa
    Hoang Thi Sinh Huong
    GEOTECHNICS FOR SUSTAINABLE INFRASTRUCTURE DEVELOPMENT, 2020, 62 : 1411 - 1417
  • [8] Consolidation behavior of Shanghai clay under cyclic loading
    Gu, XY
    Xu, DN
    PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 1: TECHNICAL PAPERS, 1997, : 115 - 118
  • [9] Experimental study on anisotropic consolidation behavior of Shanghai clay
    Ni, Jing
    Zhu, Congwei
    Han, Yuqi
    Hao, Ganglai
    Journal of Railway Science and Engineering, 2020, 17 (11): : 2782 - 2788
  • [10] Thermal Impact on Damaged Boom Clay and Opalinus Clay: Permeameter and Isostatic Tests with μCT Scanning
    Chen, G. J.
    Maes, T.
    Vandervoort, F.
    Sillen, X.
    Van Marcke, P.
    Honty, M.
    Dierick, M.
    Vanderniepen, P.
    ROCK MECHANICS AND ROCK ENGINEERING, 2014, 47 (01) : 87 - 99