›› 2004, Vol. 25 ›› Issue (5): 740-748.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

A study on vibration effect of dynamic compaction in groundwork treatment of a harbor engineering

CHENG Zu-feng1, 2, LI Ping1, CHEN Hui-qin1, SHI Bing-fei2, 3, FANG Hou-guo2   

  1. 1.Hebei Institute of Architectural Science & Technology, Handan 056038, China; 2.College of Construction Engineering, Jilin University, Changchun 130026, China; 3.Guangdong Material Testing Center, Guangzhou 510080, China
  • Received:2003-03-25 Online:2004-05-10 Published:2014-07-17

Abstract: Dynamic compaction is one of methods for groundwork treatment. But the vibration during dynamic compaction often becomes a problem that restricts the application of dynamic compaction. Combined with dynamic compaction vibration of a harbor engineering, the law of vibration propagation and attenuation is presented. Based on the monitoring data, the influence of the vibration on environment is analyzed and measures for preventing dynamic compaction vibration are put forward. Scheme was provided according to effect of treatment on depth.

Key words: dynamic compaction, vibration effect, attenuation law, environmental influence

CLC Number: 

  • TU 472
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] GUO Fei, TAO Lian-jin, KONG Heng, MA Hong-hong, ZHANG Li-li, ZHANG Xin-quan,. Analysis of propagation and attenuation of vibration induced by shield tunneling in Lanzhou sandy gravel layer [J]. , 2018, 39(9): 3377-3384.
[2] YAO Yang-ping, ZHANG Bei-zhan. Reinforcement range of dynamic compaction based on volumetric strain [J]. , 2016, 37(9): 2663-2671.
[3] WEN Si-qiang, LI Yun-peng, MA Kang. Research on inversion of energy efficiency and compacted and affected scope of dynamic compaction [J]. , 2015, 36(S2): 185-192.
[4] WANG Wei, WANG Jian-hua. Numerical modeling of ground settlement under high energy dynamic compaction [J]. , 2015, 36(S1): 315-319.
[5] AN Chun-xiu ,HUANG Lei ,HUANG Da-yu ,GONG Xiao-nan . Experimental study of correlation of dynamic compaction for foundation backfilled with crushed stone [J]. , 2013, 34(S1): 273-278.
[6] LIU Yang,ZHANG Duo,YAN Hong-xiang. Numerical simulation and application of dynamic compaction with drainage for hydraulic fill deposits [J]. , 2013, 34(5): 1478-1486.
[7] HU Chang-ming , MEI Yuan , WANG Xue-yan . Experimental research on dynamic compaction parameters of collapsible loess foundation in Lishi region [J]. , 2012, 33(10): 2903-2909.
[8] HUANG Da ,JIN Hua-hui . Influences of soil-rock ratio on foundation with detritus soil under dynamic compaction based on Rayleigh wave detection [J]. , 2012, 33(10): 3067-3072.
[9] LIU Bo1,LI Hai-bo ,FENG Hai-peng ,ZHOU Qing-chun1,WANG Miao1,SONG Quan-jie1. Effect of dynamic compaction vibration on cutoff wall and its safety monitoring [J]. , 2012, 33(10): 3073-3080.
[10] SHUI Wei-hou. Exploring concept of dynamic replacement and measured length of replacement pier [J]. , 2011, 32(S2): 502-506.
[11] GONG Cheng-ming ,CHENG Qian-gong ,LIU Zheng-ping. Model test study of dynamic responses of loess slope by dynamic compaction [J]. , 2011, 32(7): 2001-2006.
[12] HAO Ya-fei, LI Hai-bo, LIU Kai-de, YANG Feng-wei, XIA Xiang, ZOU Fei, ZHU Xiao-ming. Blasthole stemming length effects of single free-face blasting vibration characteristic [J]. , 2011, 32(10): 3105-3110.
[13] GAO You-bin, LIU Han-long, ZHANG Min-xia,WANG Bo. Simplified calculation method of soil vertical displacement under dynamic compaction [J]. , 2010, 31(8): 2671-2676.
[14] NIAN Ting-kai,LI Hong-jiang,YANG Qing,CHEN Yun-jin,WANG Yu-li. Experiment of high energy dynamic compaction with 15 000 kN•m on a rubble fills site underlain by soft interlayer in coastal area [J]. , 2010, 31(3): 689-694.
[15] LIU Zhi-wei, SHEN Ru-tao. Field tests on pre-bored compaction lime-soil pile (down-hole dynamic compaction method) to improve serious collapsible loess [J]. , 2009, 30(S2): 339-343.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WEI Long-hai, WANG Ming-nian, ZHAO Dong-ping, JI Yan-lei. Study of deformation controlling measures for large-span shallow tunnel[J]. , 2010, 31(2): 577 -581 .
[2] CHEN Yun-ping, WANG Si-jing. Elastoplastic response of saturated rocks subjected to multilevel cyclic loading[J]. , 2010, 31(4): 1030 -1034 .
[3] CHEN Yu,ZHANG Qing-he,ZHU Ji-wen,YAO Hai-ming. Coupled fluid-mechanical analysis of DOT shield tunnel construction beneath adjacent existing underpass[J]. , 2010, 31(6): 1950 -1955 .
[4] GU Shao-fu, LIU Yang-shao, LIU Shi-shun. Study of application of Asaoka method to settlement prediction[J]. , 2010, 31(7): 2238 -2240 .
[5] FU Ce-jian. Experimental study of mechanical properties of saline silt[J]. , 2010, 31(S1): 193 -197 .
[6] GAO Shu-sheng,QIAN Gen-bao,WANG Bin,YANG Zuo-ming,LIU Hua-xun. Numerical simulation study of mechanism for gas supplying and draining in volcanic gas reservoir in Xinjiang based on dual media model[J]. , 2011, 32(1): 276 -280 .
[7] SONG Yong-jun , HU Wei , WANG De-sheng , ZHOU Jun-lin. Analysis of squeezing effect of compaction piles based on modified Cam-clay model[J]. , 2011, 32(3): 811 -814 .
[8] SUN De-an,MENG De-lin,SUN Wen-jing,LIU Yue-miao. Soil-water characteristic curves of two bentonites[J]. , 2011, 32(4): 973 -0978 .
[9] LU Tao, WANG Kong-wei, LI Jian-lin. Study of failure mode of sandstone under reservoir water pressures[J]. , 2011, 32(S1): 413 -0418 .
[10] WEI Ming-yao, WANG En-yuan, LIU Xiao-fei, WANG Chao. Numerical simulation of rockburst prevention effect by blasting pressure relief in deep coal seam[J]. , 2011, 32(8): 2539 -2543 .