Experimental study on seepage evolution and microscopic characteristics of initially damaged concrete under variable confining pressure

Weipei Xue,Linfeng Xu,Zhongjian Wang, Tong Min,Jun Xu

Construction and Building Materials（2023）

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摘要

•Permeability tests were carried out under variable confining pressure states.•The effects of initial damage caused by load and dry-wet-freeze–thaw on pore structure were considered.•Confining pressure causes plastic deformation of pore structure and thus affects permeability recovery.

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关键词

seepage evolution,concrete,variable confining pressure,microscopic characteristics

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