›› 2009, Vol. 30 ›› Issue (7): 1960-1966.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Measurement of breakage energy of coarse granular aggregates

JIA Yu-feng1, CHI Shi-chun1, YANG Jun2, LIN Gao1   

  1. 1. State Key Laboratory of the Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China; 2. Department of Civil Engineering, The University of Hong Kong, Hong Kong, China
  • Received:2007-12-13 Online:2009-07-10 Published:2011-03-10

Abstract:

Particle breakage of coarse granular aggregates changes its structure directly, influencing its dilatancy and friction angle. In the course of shearing, normal stress and shear stress do work on volume strain and shear strain. This energy is transformed into particle elastic energy storage, particle friction energy consumption, work done by particle dilatancy and particle breakage energy. The accurate measurement on breakage energy of coarse granular aggregates in the course of shearing aims that it provides a method to analyze the particle breakage influence on constitutive relation in the perspective of energy, creating conditions for development of coarse granular aggregates constitutive relations considering particle breakage. The breakage energy of coarse granular aggregates in the course of shearing is calculated by analyzing the results of the coarse granular aggregates in triaxial compression test. The results indicate that the breakage energy during triaxial tests is mainly influenced by confining stress and friction coefficient.

Key words:

text-align: justify, margin: 0cm 0cm 0pt

CLC Number: 

  • TU 411
[1] ZHU Feng-bin, YANG Ping, LIN Shui-xian. Study of influence of shield tunneling on neighboring loaded piles [J]. , 2010, 31(12): 3894-3900.
[2] WANG Wei-ming, SUN Rui, CAO Zhen-zhong, YUAN Xiao-ming. Comparative study of features of liquefied sites at home and abroad [J]. , 2010, 31(12): 3913-3918.
[3] LI Lian-chong,TANG Chun-an,LIANG Zheng-zhao. Investigation on overburden strata collapse around coal face considering effect of broken expansion of rock [J]. , 2010, 31(11): 3537-3541.
[4] LI Xiang-dong, LUO Xiao-hui. Damage model of unsaturated soil and its application [J]. , 2009, 30(S2): 114-118.
[5] CHEN Rong,LUAN Mao-tian,ZHAO Wei,XU Xiao-yan,HAO Dong-xue. Research on pull-out test and frictional resistance characteristic of geogrids [J]. , 2009, 30(4): 960-964.
[6] DING Guang-ya, CAI Yuan-qiang, XU Chang-jie. Analysis of vibration isolation of a row of rigid piles to plane SV waves in saturated soil [J]. , 2009, 30(3): 849-854.
[7] LIU Xin-rong, FU Yan, WANG Yong-xin, HUANG Lin-wei, QIN Xiao-ying. Stability of reservoir bank slope under water-rock interaction [J]. , 2009, 30(3): 613-616.
[8] CHEN Ji-dong , SHI Jian-yong , HU Ya-dong . One-dimensional compression modified method of settlement of landfills and verification of degradation of organic content in solid waste [J]. , 2008, 29(7): 1797-1801.
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] LI Jing,MIAO Lin-chang,ZHONG Jian-chi,FENG Zhao-xiang. Deformation and damping characteristics of EPS beads-mixed lightweight soil under repeated load-unloading[J]. , 2010, 31(6): 1769 -1775 .
[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] WANG Li-yan,JIANG Peng-ming,LIU Han-long. Mechanism analysis of residual liquefied deformation of breakwater during earthquake[J]. , 2010, 31(11): 3556 -3562 .
[5] LI Xiu-zhen,WANG Cheng-hua,DENG Hong-yan. A comparison of distance and Fisher discrimination methods applied to identifying potential landslides[J]. , 2011, 32(1): 186 -192 .
[6] JI Wu-jun. Investigation and analysis of engineering problems for loess tunnels[J]. , 2009, 30(S2): 387 -390 .
[7] CHEN Li-hua , LIN Zhi , LI Xing-ping. Study of efficacy of systematic anchor bolts in highway tunnels[J]. , 2011, 32(6): 1843 -1848 .
[8] CHEN Li-wen, SUN De-an. Bifurcation analysis of overconsolidated clays with soil-water coupling along different stress paths[J]. , 2011, 32(10): 2922 -2928 .
[9] ZHENG Gang ZHANG Li-ming DIAO Yu. Analysis of working performance of piles beneath excavation bottom and settlement calculation[J]. , 2011, 32(10): 3089 -3096 .
[10] 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 .