›› 2007, Vol. 28 ›› Issue (8): 1605-1608.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on mechanism of vibratory excavation of hydraulic excavators

ZHU Jian-xin, ZHAO Chong-you, GUO Xin   

  1. Intelligent Mechanical Institute, School of Mechanical and Electronics Engineering, Central South University, Changsha 410083, China
  • Received:2005-09-05 Online:2007-08-10 Published:2013-10-15

Abstract: The digging resistance of soil can be reduced greatly if the bucket is vibrating when the hydraulic excavator is working. The resistance-reducing mechanism of vibratory excavation is researched theoretically. The soil cutting experiment indicates that the interior friction angle and the shear intensity of soil is reduced; and the maximum principal stress is decreased due to the vibration load; it induces the decrease of digging resistance. The comparison simulation experiment research on the failure process of soil under static load and vibratory load has been carried out. The result shows that soil intensity is obviously decreased under vibratory load and destroyed earlier than that of static load. The digging resistance reduced 50 % under vibratory excavation when tracking the load in X-direction.

Key words: hydraulic excavators, vibratory excavation, mechanism researching, soil intensity, maximum principal stress

CLC Number: 

  • U 621
  • 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] ZHONG Guan-yu, WANG Rui-he, ZHOU Wei-dong, YANG Huan-qiang. Failure characteristics of natural fracture in the vicinity of hydrofractures [J]. , 2016, 37(1): 247-255.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Ying-yong,ZHANG Ding-li,ZHANG Hong-bo,SONG Xiu-guang. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. , 2010, 31(1): 144 -150 .
[2] HUANG Qiang-bing,PENG Jian-bing,DENG Ya-hong,FAN Wen. Design parameters of Xi’an metro line 2 tunnel passing through active ground fissure zones[J]. , 2010, 31(9): 2882 -2888 .
[3] LIANG Jian-wei, FANG Ying-guang, GU Ren-guo. Analysis of microelectric field effect of seepage in tiny-particle clay[J]. , 2010, 31(10): 3043 -3050 .
[4] ZHANG Hu-yuan, CUI Su-li, LIU Ji-sheng, LIANG Jian. Experimental study of swelling pressure of compacted bentonite-sand mixture[J]. , 2010, 31(10): 3087 -3095 .
[5] WANG Yi-zhong,LI Yong-quan,FU Xu-dong. Finite element calculation of NATM construction of Qiushui mountain tunnel beneath Jihe expressway[J]. , 2011, 32(1): 125 -131 .
[6] PANG Wei,YE Chao-liang,YANG Guang-qing,DING Jun-xia. Study of feasibility of calium carbide dust improved inshore area saline soil for highway subgrade[J]. , 2009, 30(4): 1068 -1072 .
[7] KONG Xiang-xing, XIA Cai-chu, QIU Yu-liang, ZHANG Li-ying, GONG Jian-wu. Study of construction mechanical behavior of parallel-small spacing metro tunnels excavated by shield method and cross diaphragm (CRD) method in loess region[J]. , 2011, 32(2): 516 -524 .
[8] CHEN Li-hua , LIN Zhi , LI Xing-ping. Study of efficacy of systematic anchor bolts in highway tunnels[J]. , 2011, 32(6): 1843 -1848 .
[9] ZHAO Ming-hua, LEI Yong, ZHANG Rui. Study of punching failure mode and safe thickness of pile foundation in karst region[J]. , 2012, 33(2): 524 -530 .
[10] XIA Li-nong , MIAO Yun-dong , TAN Tie-qiang. Three-dimensional finite element analysis of negative skin friction behaviors in pile groups with cap[J]. , 2012, 33(3): 887 -891 .