Fatigue deformation characteristics of limestone under the combined action of hydrochemical solution and cyclic loading

  • LIU Yang ,
  • YANG Gang ,
  • WANG Jun-xiang ,
  • JIANG An-nan
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  • (1. Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian 116026,China; 2. School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang 110870, China)

Received date: 2017-04-06

  Revised date: 2017-12-01

  Online published: 2017-12-01

Abstract

In order to study the effects of combined action of water chemical solution and cyclic loading on the stability of the rock mass, the limestone of Dalian subway tunnel was selected and processed into standard cylindrical specimens, and corrosion tests were carried out under different water chemical solutions at different time. The fatigue tests of corroded limestone under cyclic loading were conducted by using Landmark dynamic test system (MTS) to explore the influence of different corrosion time on limestone fatigue deformation characteristics. Results show that as the increase of corrosion time, the axial deformation before the starting of the cycle and the axial deformation produced by the single cycle, all of them increase and the total cycle number decreases significantly during fatigue failure, which indicates that the corrosion effect accelerates the fatigue process of rock. The variation of solution pH and images by SEM show that the chemical solution changes the microstructure of rock, which is the fundamental reason for the change of rock dynamic mechanical properties. The bridging curve of fatigue lifecorrosion time is fitted based on the test data to predict the fatigue life of rock under combined action of specific cyclic loading and corrosive environment.

Cite this article

LIU Yang , YANG Gang , WANG Jun-xiang , JIANG An-nan . Fatigue deformation characteristics of limestone under the combined action of hydrochemical solution and cyclic loading[J]. Journal of Dalian Maritime University, 2018 , 44(2) : 118 -125 . DOI: 10.16411/j.cnki.issn1006-7736.2018.02.018

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