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contributor authorHuayang Lei
contributor authorWenfeng Song
contributor authorLei Wang
contributor authorYu Bo
date accessioned2025-08-17T22:45:42Z
date available2025-08-17T22:45:42Z
date copyright5/1/2025 12:00:00 AM
date issued2025
identifier otherIJGNAI.GMENG-10294.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307403
description abstractAcid contamination has a notable influence on the geotechnical properties of soil and this influence is strongly dependent on contamination concentration (pH) and contamination duration. To fully investigate the effect of acid contamination on the microscopic and strength properties of natural clay, a series of micro- and macrolaboratory tests were performed in this study, and the mechanism of this effect was comprehensively revealed. Microscopic analysis indicates that acid contamination could lead to some mineral transformations in clay, such as illite–smectite transforming into chlorite and illite transforming into kaolinite. Besides, more large pores and a looser structure can be observed in the clay due to the erosional effects of acid contamination, which could effectively weaken the strength properties of natural clay. The experimental results also indicated that, when subjected to acid contamination, the lower contamination pH could lead to a notable decrease in clay’s shear strength, while the clay’s shear strength increased initially and then decreased as contamination duration increased. In addition, gray correlation analysis results demonstrated that calcite has a significant effect on cohesion, while also indicating a strong correlation between illite and the internal friction angle.
publisherAmerican Society of Civil Engineers
titleEffect of Acid Contamination on the Microscopic and Strength Properties of Tianjin Soft Clay
typeJournal Article
journal volume25
journal issue5
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-10294
journal fristpage04025056-1
journal lastpage04025056-10
page10
treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 005
contenttypeFulltext


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