Advanced Search
  • 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
Volume 39 Issue s1
Turn off MathJax
Article Contents
Abstract
References
LUO Ru-ping, WU Yue-dong, LIU Jian, YANG Dong. Tests on transparent soil for soil disturbance deformation induced by sampler penetration[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(s1): 64-68. DOI: 10.11779/CJGE2017S1013
Citation: LUO Ru-ping, WU Yue-dong, LIU Jian, YANG Dong. Tests on transparent soil for soil disturbance deformation induced by sampler penetration[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(s1): 64-68. DOI: 10.11779/CJGE2017S1013
shu

Tests on transparent soil for soil disturbance deformation induced by sampler penetration

  • 1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;
    2. Geotechnical Research Institute, Hohai University, Nanjing 210098, China

More Information
  • Received Date: December 01, 2016
  • Published Date: November 19, 2017
    Graphical Abstract
    • Abstract
  • The soil disturbance deformation induced by sampler penetration has a significant influence on the physical and mechanical properities of soil in soil investigation engineering. A series of small-scale model tests with different sampler diameters and penetration rates are conducted to investigate the disturbance deformation characteristics of soil and the influence factors during sampler penetration by using transparent soils and PIV (particle image velocimetry) technique. The test results show that the disturbance deformation of soil increases with the depth of sampler penetration, and the disturbance deformation of soil in sampler is mainly upheaval, and the maximum upheaval deformation occurs at the depth about 20 mm. Increasing the sampler diameter can reduce the disturbance deformation of soil at sampler centerline effectively, but the reduced magnitude of deformation decreases with the sampler diameter. The sampler penetration rate has no effect on the disturbance deformation of non-structured soil.
    • FullText(HTML)
    • References (14)
  • [1]
    HVORSLEV M J. Subsurface exploration and sampling of soils for civil engineering purposes[J]. WES Corp of Engineers, USA, 1949.
    [2]
    魏汝龙, 王年香. 赤湾港软土取土质量的研究[J]. 港口工程, 1989(6): 1-6. (WEI Ru-long, WANG Nian-xiang. Research of sampling quality for chi-wan port soft clay[J]. Port Engineering 1989(6): 1-6. (in Chinese))
    [3]
    MOHSEN M, BALIGH Amr S, AZZOUZ, et al. Disturbances due to “ideal” tube sampling[J]. Journal of Geotechnical Engineering, 1987, 113(7): 739-757.
    [4]
    CLAYTON C R I, SIDDIQUE A, HOPPER R J. Effects of sampler design on tube sampling disturbance numerical and analytical investigations[J]. Géotechnique, 1998, 48(6): 847-867.
    [5]
    左文荣, 吴跃东, 李治国, 等. 取土器贯入土体引起土体扰动的理论分析[J].河海大学学报:自然科学版, 2009, 37(6): 702-706. (ZUO Wen-rong WU Yue-dong LI Zhi-guo, et al. Theoretical analysis of disturbance of soils caused by penetration of soil samplers[J]. Journal of Hohai University(Natural Sciences), 2009, 37(6): 702-706. (in Chinese))
    [6]
    ISKANDER M, LAI J, OSWALD C, et al. Development of a transparent material to model the geotechnical properties of soils[J]. Geotechnical Testing Journal, 1994, 17(4): 425-433.
    [7]
    SADEK S, ISKANDER M G, LIU J. Geotechnical properties of transparent silica[J]. Canadian Geotechnical Journal, 2002, 39(1): 111-124.
    [8]
    NI Q, HIRD C C, GUYMER I. Physical modelling of pile penetration in clay using transparent soil and particle image velocimetry[J]. Géotechnique, 2009, 60(2): 121-132.
    [9]
    AHMED M, ISKANDER M. Analysis of tunneling-induced ground movements using transparent soil models[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2010, 137(5): 525-535.
    [10]
    LIU J, ISKANDER M G. Modelling capacity of transparent soil[J]. Canadian Geotechnical Journal, 2010, 47(4): 451-460.
    [11]
    AHMED M, ISKANDER M. Evaluation of tunnel face stability by transparent soil models[J]. Tunnelling and Underground Space Technology, 2012, 27(1): 101-110.
    [12]
    曹兆虎, 孔纲强, 刘汉龙, 等. 基于透明土材料的沉桩过程土体三维变形模型试验研究[J]. 岩土工程学报, 2014, 36(2): 395-400. (CAO Zhao-hu, KONG Gang-qiang, LIU Han-long, et.al. Model tests on 3-D soil deformation during pile penetration using transparent soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(2): 395-400. (in Chinese))
    [13]
    齐昌广, 陈永辉, 王新泉, 等. 细长桩屈曲的透明土物理模型试验研究[J]. 岩石力学与工程学报, 2015, 36(4): 838-848. (QI Chang-guang, CHEN Yong-hui, WANG Xin-quan, et al. Physical modeling experiment on buckling of slender piles in transparent soil[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 36(4): 838-848. (in Chinese))
    [14]
    吴跃东, 罗如平, 刘 坚, 等. 基于透明土的取土管贯入扰动变形试验研究[J]. 岩土工程学报, 2016, 38(8): 1507-1512. (WU Yue-dong, LUO Ru-ping, LIU Jian, et al. Research on soil disturbance deformation induced by sampler tube penetration based on transparent soil[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(8): 1507-1512. (in Chinese))
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(13)

    1. 汪云飞，王海军，赵新铭，汤雷，潘建伍. 热载荷下脆性固体中三维平行内裂纹的相互作用：实验和数值模拟（英文）. Journal of Central South University. 2023(01): 331-350 .
    2. 胡南燕，黄建彬，罗斌玉，李雪雪，陈敦熙，曾子懿，付晗，娄家豪. 环氧树脂基脆性透明岩石相似材料配比试验研究. 岩土力学. 2023(12): 3471-3480 .
    3. Jiyun Xu，Hanzhang Li，Haijun Wang，Lei Tang. Experimental study on 3D internal penny-shaped crack propagation in brittle materials under uniaxial compression. Deep Underground Science and Engineering. 2023(01): 37-51 .
    4. Haijun Wang，Hanzhang Li，Lei Tang，Xuhua Ren，Qingxiang Meng，Chun Zhu. Fracture of two three-dimensional parallel internal cracks in brittle solid under ultrasonic fracturing. Journal of Rock Mechanics and Geotechnical Engineering. 2022(03): 757-769 .
    5. Haijun Wang，Hanzhang Li，Lei Tang，Jianchun Li，Xuhua Ren. Fracturing behavior of brittle solids containing 3D internal crack of different depths under ultrasonic fracturing. International Journal of Mining Science and Technology. 2022(06): 1245-1257 .
    6. 王海军，乐成军，汤雷，赵初，李汉章，戚海棠. 基于3D-ILC含水平内裂纹脆性固体三点弯断裂特性研究. 岩土力学. 2021(10): 2773-2784 .
    7. 王海军，顾浩，任然，汤雷，郁舒阳，戚海棠. 基于3D-ILC脆性材料双共面与障碍内裂纹扩展特性. 煤炭学报. 2021(S1): 263-273 .
    8. 张志韬，王海军，汤雷，赵初，李汉章，苏正洋. 基于3D-ILC含偏心内裂纹半圆弯拉断裂特性研究. 岩土力学. 2020(01): 111-122+131 .
    9. 王海军，郁舒阳，李汉章，任然，汤雷，朱文炜. 基于3D-ILC超声场致脆性固体单内裂纹扩展规律研究. 岩石力学与工程学报. 2020(05): 938-948 .
    10. 王海军，郁舒阳，汤子璇，汤雷，任然，徐进. 基于3D-ILC含60°内裂纹脆性球体Ⅰ-Ⅱ-Ⅲ型断裂研究. 岩土力学. 2020(05): 1573-1582 .
    11. 王海军，张珂，任然，汤雷，郁舒阳. 基于3D-ILC含60°平行双内裂纹脆性巴西圆盘断裂特性. 工程科学与技术. 2020(04): 184-193 .
    12. 金爱兵，王树亮，王本鑫，孙浩，陈帅军，朱东风. 基于DIC的3D打印交叉节理试件破裂机制研究. 岩土力学. 2020(12): 3862-3872 .
    13. 王海军，郁舒阳，任然，汤雷，李欣昀，贾宇. 基于3D-ILC含内裂纹孔口脆性固体断裂特性试验. 岩土力学. 2019(06): 2200-2212 .

    Other cited types(2)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(15)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return