Classification of inorganic natural fine-grained soils in Korea based on modified plasticity chart

被引:2
|
作者
Kim, Juhyun [1 ]
Kim, Dongwook [2 ]
机构
[1] Dongshin Univ, Dept Civil Engn, Naju, Jeollanam Do, South Korea
[2] Incheon Natl Univ, Dept Civil & Environm Engn, Incheon 22012, South Korea
关键词
Clay; clay fraction; fine-grained soil; plasticity chart; silt; soil classification; FALL-CONE; RESIDUAL STRENGTH; SHEAR-STRENGTH; CLAY; MIXTURES; LIMITS;
D O I
10.1080/1064119X.2017.1354101
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Classification of fine-grained soils is typically conducted using plasticity charts. The typically used plasticity chart proposed by Casagrande was questioned by Polidori proposing different classification criterion in separating clayey and silty soils. Using natural clayey and silty soils sampled from four different coastal sites in Korea, applicability of both Casagrande's and Polidori's plasticity charts was evaluated. Classification results of Korean natural soils based on the Casagrande's and Polidori's plasticity charts did not match well with those based on the soils' behavior reported in the previous publication. The disagreement in classification of Korean natural fine-grained soils may result from disregard of considerable silt fraction effect on plastic and liquid limits for Polidori's chart. Consequently, revised proposal of Polidori's plasticity chart was tentatively made for further classification of fine-grained soils suitable for Korean natural soils by accounting the effect of silt fraction on soil classification.
引用
收藏
页码:579 / 588
页数:10
相关论文
共 50 条
  • [21] Correlations between physical properties and compression index of fine-grained soils based on a large dataset
    Huang, Fei
    Fug, Bin
    Qin, Hongyu
    Du, Yu
    Zhu, Liuwen
    Zhuo, Lichun
    GEOSHANGHAI 2024 INTERNATIONAL CONFERENCE, VOL 1, 2024, 1330
  • [22] A Study on Tensile Strength of Compacted Fine-Grained Soils
    Dagar, Volkan
    Cokca, Erdal
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2021, 39 (02) : 751 - 764
  • [23] Effect of consolidation on the behaviour of excavations in fine-grained soils
    Bertoldo, Fabiano
    Callisto, Luigi
    VI ITALIAN CONFERENCE OF RESEARCHERS IN GEOTECHNICAL ENGINEERING, CNRIG2016 - GEOTECHNICAL ENGINEERING IN MULTIDISCIPLINARY RESEARCH: FROM MICROSCALE TO REGIONAL SCALE, 2016, 158 : 344 - 349
  • [24] A viscoplastic recoverable sensitivity model for fine-grained soils
    Singh, Vikram
    Stanier, Sam
    Bienen, Britta
    Randolph, Mark F.
    COMPUTERS AND GEOTECHNICS, 2022, 147
  • [25] Compressibility of fine-grained sediments based on pore water salinity changes
    Jang, Junbong
    Marjadi, Handikajati Kusuma
    GEOMECHANICS AND ENGINEERING, 2023, 33 (01) : 113 - 120
  • [26] Effect of Overburden Pressure, Mineralogical Composition, and Plasticity on the Cyclic Behavior of Fine-Grained Soils
    Tiwari, Binod
    Ajmera, Beena
    Yamashiro, Brian
    Quoc-Hung Phan
    IFCEE 2018: ADVANCES IN GEOMATERIAL MODELING AND SITE CHARACTERIZATION, 2018, (295): : 266 - 275
  • [27] Prediction of compaction parameters for fine-grained and coarse-grained soils: a review
    Verma, Gaurav
    Kumar, Brind
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2020, 14 (08) : 970 - 977
  • [28] Evaluation of compaction parameters of fine-grained soils using standard and modified efforts
    Khalid U.
    Rehman Z.
    International Journal of Geo-Engineering, 2018, 9 (1)
  • [29] Hydraulic conductivity of fine-grained soils subjected to freeze-thaw cycles
    Feng, Shuyin
    Ibraim, Erdin
    Vardanega, Paul J.
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2023, 213
  • [30] Pore-fluid salinity effect on desiccation cracking of fine-grained soils
    Sun, Zhonghao
    Ren, Shiyu
    Wei, Xin
    Xu, Ling
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2024, 83 (11)