Journal of South China University of Technology (Natural Science Edition) ›› 2016, Vol. 44 ›› Issue (7): 116-122.doi: 10.3969/j.issn.1000-565X.2016.07.018

• Architecture & Civil Engineering • Previous Articles     Next Articles

Triaxial Tests of Deformation Characteristics of Bottom Ash from Municipal Solid Waste Incineration

SONG Dan-qing XIANG Guo-sheng   

  1. School of Naval Architecture,Ocean and Civil Engineering,Shanghai Jiaotong University,Shanghai 200030,China
  • Received:2015-11-16 Revised:2016-01-22 Online:2016-07-25 Published:2016-06-05
  • Contact: 宋丹青(1989-),男,博士生,主要从事岩土工程等研究. E-mail:015010910026@sjtu.edu.cn
  • About author:宋丹青(1989-),男,博士生,主要从事岩土工程等研究.
  • Supported by:
    Supported by the National Natural Science Foundation of China(41401107)and the National Program Key Basic Research Project of China(973 Program)(2014CB744701)

Abstract: In order to discover the deformation characteristics of MSWI (Municipal Solid Waste Incineration) bot- tom ash,the material characteristics were analyzed,and consolidated triaxial draining compression tests were car- ried out for the samples with various particle size distribution and immersion time as well as for the remoulded sam- ples after destruction.Thus,the stress-strain curves and effective stress ratio curves of MSWI bottom ash at diffe- rent confining pressures were obtained.The results show that (1) particle size distribution and immersion time are two important factors influencing the deformation characteristics of MSWI bottom ash; (2) for the samples with a particle size being less than 2mm,the strength decreases as the content of large-size particles increases and slightly decreases with the prolonging of immersion time; (3) the strength of remoulded MSWI bottom ash decreases after the destruction; and (4) in comparison with that of the standard sand,the peak of stress-strain curve of MSWI bot- tom ash appears relatively faster.

Key words: municipal solid waste, bottom ash, particle size distribution, immersion time, confining pressure, con- solidated draining compression test