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Erschienen in: Environmental Earth Sciences 23/2023

01.12.2023 | Original Article

Microscopic mechanisms of shear strength variation in acid- and alkali-contaminated loess

verfasst von: Kuan Liu, Wanjun Ye, Pengwei Long

Erschienen in: Environmental Earth Sciences | Ausgabe 23/2023

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Abstract

The effect of the attack by chemical contaminants on the microstructure of loess and the resultant changes in shear strength properties threaten the safety of engineering projects in Northwest (NW) China. The aim of this study was to investigate the microscopic mechanisms of the variation in shear strength of acid- and alkali-contaminated loess. Intact loess samples were immersed in acid and alkali solutions of various concentrations, and triaxial shear, scanning electron microscopy (SEM), and mercury intrusion porosimetry (MIP) measurements were then conducted to assess the effects of acid and alkali contamination on the shear strength and microstructure of loess. The results indicated that the shear properties (stress‒strain behavior, failure strength and cohesion) of loess deteriorated under acid contamination but were improved under alkali contamination. The structural damage (particle fragmentation, cement dissolution, and pore expansion) in acid-contaminated loess intensified with increasing acid concentration. In contrast, structural improvement occurred in alkali-contaminated loess because new cementation balanced local damage and enhanced the degree of structural connection. In acid-contaminated loess, the diffuse double layer (DDL) thinned, the calcium carbonate content rapidly decreased, and the liquid limit (LL) and plastic limit (PL) declined, while in alkali-contaminated loess, these parameters were improved. A series of physicochemical reactions (mineral dissolution, ion exchange, and particle and pore structure adjustment) in the presence of acid and alkali contamination drove the observed structural variation in loess. This comprehensive effect resulted in either loess shear strength enhancement or reduction, depending on whether damage to the original structure or formation of a new structure dominated, respectively. These findings contribute to a deeper understanding of the response of intact loess under various hydrochemical conditions, which has important practical significance for elucidating the disaster mechanism of loess slopes and facilitating ecological environment protection in acid–alkali-polluted areas.

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Literatur
Zurück zum Zitat ASTM (2011a) Standard practice for classification of soils for engineering purposes (USCS). ASTM D2487–11: West Conshohocken, PA ASTM (2011a) Standard practice for classification of soils for engineering purposes (USCS). ASTM D2487–11: West Conshohocken, PA
Zurück zum Zitat ASTM (2011b) Standard test method for consolidated undrained triaxial compression test for cohesive soils. ASTM D4767–11: West Conshohocken, PA ASTM (2011b) Standard test method for consolidated undrained triaxial compression test for cohesive soils. ASTM D4767–11: West Conshohocken, PA
Zurück zum Zitat ASTM (2014) Standard practices for preserving and transporting soil samples. ASTM D4220M-14: West Conshohocken, PA ASTM (2014) Standard practices for preserving and transporting soil samples. ASTM D4220M-14: West Conshohocken, PA
Zurück zum Zitat ASTM (2018) Standard test method for determination of pore volume and pore volume distribution of soil and rock by mercury intrusion porosimetry. ASTM D4404–18: West Conshohocken, PA ASTM (2018) Standard test method for determination of pore volume and pore volume distribution of soil and rock by mercury intrusion porosimetry. ASTM D4404–18: West Conshohocken, PA
Zurück zum Zitat MCPRC (2009) Ministry of construction of the People’s Republic of China: code for investigation of geotechnical engineering (GB50021–2001). China Architecture and Building Press, Beijing MCPRC (2009) Ministry of construction of the People’s Republic of China: code for investigation of geotechnical engineering (GB50021–2001). China Architecture and Building Press, Beijing
Zurück zum Zitat Mitchell JK, Soga K (2007) Fundamentals of soil behavior, 3rd edn. Wiley, New York Mitchell JK, Soga K (2007) Fundamentals of soil behavior, 3rd edn. Wiley, New York
Zurück zum Zitat MWPRC (2019) Ministry of water resources of the People’s Republic of China: standard for geotechnical testing method (GB/T50123–2019). China Planning Press, Beijing MWPRC (2019) Ministry of water resources of the People’s Republic of China: standard for geotechnical testing method (GB/T50123–2019). China Planning Press, Beijing
Metadaten
Titel
Microscopic mechanisms of shear strength variation in acid- and alkali-contaminated loess
verfasst von
Kuan Liu
Wanjun Ye
Pengwei Long
Publikationsdatum
01.12.2023
Verlag
Springer Berlin Heidelberg
Erschienen in
Environmental Earth Sciences / Ausgabe 23/2023
Print ISSN: 1866-6280
Elektronische ISSN: 1866-6299
DOI
https://doi.org/10.1007/s12665-023-11252-z

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