Advanced Search
    Volume 25 Issue 6
    Turn off MathJax
    Article Contents
    Abstract
    Related Articles
    YANG Shaoli, Lars Grande, QI Jianfeng, LI Anlong. Process of hydraulic gradient in silt during penetration of bucket by suction[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(6): 662-665.
    Citation: YANG Shaoli, Lars Grande, QI Jianfeng, LI Anlong. Process of hydraulic gradient in silt during penetration of bucket by suction[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(6): 662-665.
    shu

    Process of hydraulic gradient in silt during penetration of bucket by suction

    • 1.Marine Geosciences College Ocean University of China Qingdao 266003 China 2.Faculty of Technology Science and Engineering Norwegian University of Science and Technology Trondheim 7491 Norway

    More Information
    • Published Date: November 20, 2003
      Abstract
    • Pore water pressures were measured at different depths during penetration by suction of five buckets with different material and size in the silt, the hydraulic gradients in the silt were calculated. Changing process of the hydraulic gradient was shown during penetration by suction. The results of the experiments showed changing of the silt property after penetration, this should be considered for the design of the buckets.
      • FullText(HTML)
      • References (0)
      • Related Articles

    • Related Articles

      [1]GU Kai, ZHANG Bo, JIANG Lin, WANG Yong, SHI Bin. Multi-scale estimation method for soil moisture content based on distributed temperature information[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(12): 2661-2667. DOI: 10.11779/CJGE20221500
      [2]CHEN Hongxin, LÜ Dongjinag, FENG Shijin, ZHANG Xiaolei, WU Shaojie. Evolution of physical and mechanical properties of municipal solid waste in a landfill with low kitchen waste content[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1850-1858. DOI: 10.11779/CJGE20220551
      [3]LIANG Chuan-yang, WU Yue-dong, LIU Jian, LIU Hui, CHEN Da-shuo, LIN Lai-he. Influences of calcareous nodule content on scale effects of compressibility of cohesive soil containing calcareous nodules[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(12): 2272-2279. DOI: 10.11779/CJGE202212014
      [4]WANG Zi-ang, ZHAN Liang-tong, GUO Xiao-gang, LIU Chao-yang, YAO Jun. Experimental study on compressibility and permeability characteristics of dewatered slurry cake backfill[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(10): 1915-1923. DOI: 10.11779/CJGE202110018
      [5]ZHAN Liang-tong, LUO Xiao-yong, GUAN Ren-qiu, ZENG Xing, LAN Ji-wu, CHEN Yun-min, LIN Wei-an. Failure mechanism of sludge pit and downstream waste slope of a MSW landfill[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(7): 1189-1196.
      [6]KE Han, SHEN Lei, LI Yu-chao. Transient saturated depth of landfill leachate in layered drainage media[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(8): 1204-1210.
      [7]KE Han, WANG Yao-shang, CHEN Yun-min, ZHAN Liang-tong, XU Xiao-bing. Settlement calculation of landfills under layerwise summation and case study[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1029-1035.
      [8]WEI Hai-yun, ZHAN Liang-tong, CHEN Yun-min, LING Dao-sheng. One-dimensional gas migration in multi-layered landfills of municipal solid wastes[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(11): 1665-1671.
      [9]ZHANG Jinli, LUAN Maotian, YANG Qing. Numerical analysis of transport of landfill pollutants in unsaturated soil layer[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(2): 221-224.
      [10]KE Han, HUANG Chuanbin, CHEN Yunmin. Maximum saturated depth of landfill leachate in layered drainage media[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1194-1197.

    Catalog

      LI Anlong

      • 1.Marine Geosciences College Ocean University of China Qingdao 266003 China 2.Faculty of Technology Science and Engineering Norwegian University of Science and Technology Trondheim 7491 Norway

      1. On this Site
      2. On Google Scholar
      3. On PubMed
      Get Citation
      PDF
      XML
      Article views (1247) PDF downloads (344) Cited by()
      Related
      Website Copyright © 2010 Nanjing Hydraulic Research Institute 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