Changes in microstructure and water retention property of a lime-treated saline soil during curing

被引:0
作者
Zi Ying
Yu-Jun Cui
Nadia Benahmed
Myriam Duc
机构
[1] Laboratoire Navier/CERMES,
[2] Ecole des Ponts ParisTech,undefined
[3] INRAE,undefined
[4] Aix Marseille University,undefined
[5] RECOVER,undefined
[6] Université Gustave Eiffel,undefined
[7] IFSTTAR GERS/SRO,undefined
来源
Acta Geotechnica | 2022年 / 17卷
关键词
Aggregate size; Curing time; Lime-treated saline soil; Microstructure; Suction;
D O I
暂无
中图分类号
学科分类号
摘要
This study aims at investigating the lime treatment effect on the changes in microstructure and water retention property of compacted saline soil, with consideration of the aggregate size effect. Two soil powders with different maximum aggregate sizes (Dmax = 0.4 and 5 mm) were prepared and stabilized by 2% lime. The microstructure, total suction and matric suction were determined at various curing times. Results showed that the lime treatment caused a rapid decrease in micro-pores and an increase in macro-pores due to the flocculation of soil particles. During curing, the percentage of micro-pores decreased and that of nano-pores increased slightly. Due to the modification of microstructure, the matric suction increased significantly at 90-day curing. However, the curing time effect on the total suction was insignificant. This was due to the fact that the Ca2+ and Mg2+ in soil pore water and the Ca2+ from hydrated lime were consumed in the precipitations of CaCO3 and Mg(OH)2, cation exchanges and pozzolanic reaction, resulting in a reduction in osmotic suction. Therefore, the increase in total suction was slight, as the increase in matric suction was balanced by the decrease in osmotic suction. The treated specimens with larger aggregates exhibited a larger modal size and thus had a smaller air entry value. The aggregate size effect on the water retention property of total suction and matric suction was found to be insignificant, which could be explained by the similar pore size distribution at micro-pore range and the same soil mineralogy for specimens with different aggregates.
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页码:319 / 326
页数:7
相关论文
共 97 条
[1]  
Al-Mukhtar M(2010)Behaviour and mineralogy changes in lime-treated expansive soil at 20 °C Appl Clay Sci 50 191-198
[2]  
Lasledj A(2013)Microstructural consequences of nanosilica addition on aerial lime binding materials: Influence of different drying conditions Mater Charact 80 36-49
[3]  
Alcover JF(2009)Osmotic suction of highly plastic clays Acta Geotech 4 177-191
[4]  
Alvarez JI(1996)Lime stabilization of clay minerals and soils Eng Geol 42 223-237
[5]  
Fernandez JM(2011)Microstructure and hydraulic conductivity of a compacted lime-treated soil Eng Geol 123 187-193
[6]  
Navarro-Blasco I(1984)Study of the structure of a sensitive Champlain clay and of its evolution during consolidation Can Geotech J 21 21-35
[7]  
Duran A(2014)Time of reactions in a lime treated clayey soil and influence of curing conditions on its microstructure and behaviour Appl Clay Sci 99 100-109
[8]  
Sirera R(2007)Impact of cyclic wetting–drying on swelling behavior of lime-stabilized soil Build Environ 42 681-688
[9]  
Arifin YF(2006)Soil-water characteristic curves (SWCC) for lime treated expansive soil from Mosul City Unsaturated soils 46 1243-1257
[10]  
Schanz T(2009)Impact of initial state on the fabric and permeability of a lime-treated silt under long-term leaching Can Geotech J 161 32-42