pone.0289847.g001.tif (204.71 kB)
Relationship curves of 7 d and 28 d of the aeolian sand concrete, the unconfined compressive strength and the volume of the aeolian sand.
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posted on 2023-11-30, 18:33 authored by Genfeng Li, Bo Gao, Cong Zhu, Hao Hu, Huaqiang FangRelationship curves of 7 d and 28 d of the aeolian sand concrete, the unconfined compressive strength and the volume of the aeolian sand.
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scanning electron microscopedynamic elastic modulus8 %, 32multi damage pores2 %, 73aeolian sand decreasesaeolian sand concrete8 %, respectivelyaeolian sand8 %,internal poresdamage degree20 %,xlink ">variation lawstandard requirementssalt solutionsalt intrusionresults showresearch objectpore characteristicsmultiple factorsmicro morphologymacro characteristicsfour groupsfilling effectdeterioration characteristicscoupling effectchemical characteristics
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