Model Tests on the Layout of Punning Position in Dynamic Compaction for Loess

被引:2
|
作者
Cai, Jing [1 ]
Wang, Yongyu [2 ]
Luo, Mingda [1 ]
机构
[1] Civil Aviat Univ China, Tianjin 300300, Peoples R China
[2] Quality & Safety Supervis Stn Traff Engn, Huzhou 313000, Peoples R China
来源
PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4 | 2013年 / 405-408卷
关键词
Dynamic compaction; Model test; Layout of punning position;
D O I
10.4028/www.scientific.net/AMM.405-408.304
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
To find the influence of the layout of punning position in dynamic compaction for loess, four model tests are performed, which equal in the tamping energy but differ in the layout of punning position. In model tests the settlement, the dry density and the shear strength parameters of the soil samples are measured and analysis of the effects of different test plans is made. The test results manifested that the decrease of the distance between the pounding points might result in an increment of the settlement, the dry density and the cohesive strength but not the angle of internal friction. And from the comparison of the test results, a more efficient layout of punning position is given.
引用
收藏
页码:304 / +
页数:2
相关论文
共 50 条
  • [1] Model test study of dynamic responses of loess slope by dynamic compaction
    Gong Cheng-ming
    Cheng Qian-gong
    Liu Zheng-ping
    ROCK AND SOIL MECHANICS, 2011, 32 (07) : 2001 - 2006
  • [2] DYNAMIC COMPACTION IN FRIABLE LOESS
    LUTENEGGER, AJ
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1986, 112 (06): : 663 - 667
  • [3] Dynamic compaction method in physical model tests
    Jafarzadeh, F.
    Scientia Iranica, 2006, 13 (02) : 187 - 192
  • [4] Determination of compaction model of loess surrounding the compaction pile in loess region
    Zhi Bin
    Han Xiao-lei
    Qi Ming-jun
    ROCK AND SOIL MECHANICS, 2006, 27 (07) : 1158 - 1160
  • [5] Experimental research of dynamic compaction of loess
    Fei, Xiang-Ze
    Wang, Zhao
    Zhou, Zheng-Bing
    Rock and Soil Mechanics, 2002, 23 (04) : 437 - 441
  • [6] DYNAMIC COMPACTION IN FRIABLE LOESS - DISCUSSION
    BALLY, RJ
    CULITZA, C
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1987, 113 (11): : 1416 - 1418
  • [7] QUASI DYNAMIC APPROACH TO LAYOUT COMPACTION
    BALAKRISHNAN, S
    NANDY, SK
    MICROPROCESSING AND MICROPROGRAMMING, 1990, 30 (1-5): : 231 - 236
  • [8] Model tests on dynamic stress in colliery wastes improved by dynamic compaction
    Zhang, Qing-Feng
    Wang, Dong-Quan
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2012, 34 (06): : 1142 - 1147
  • [9] Model tests on reinforcement of collapsible loess by pneumatic-vibratory probe compaction method
    Gao C.
    Liu S.
    Du G.
    Zhuang Z.
    Yang Y.
    He H.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2024, 46 (02): : 325 - 334
  • [10] Dynamic Response Analysis of Compaction Loess Subgrade
    Zhang, Guoxin
    Yuan, Zhongxia
    Wang, Nai
    Zhang, Zezhong
    Gao, Peng
    CONSTRUCTION AND URBAN PLANNING, PTS 1-4, 2013, 671-674 : 202 - 208