Physicochemical and Mechanical Properties of Lime-Treated Loess

Author:

Zhang FanyuORCID,Pei Xiangjun,Yan Xude

Funder

Natural Key Basic Research Development Plan of China

ational Natural Science Foundation of China

the Opening fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection

Fundamental Research Funds for the Central Universities

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference37 articles.

1. Abdelmadjid L, Muzahim A-M (2008) Effect of hydrated lime on the engineering behaviour and the microstructure of highly expansive clay. The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), pp 3590–3598

2. Aldaood A, Bouasker M, Al-Mukhtar M (2014a) Geotechnical properties of lime-treated gypseous soils. Appl Clay Sci 88–89:39–48

3. Aldaood A, Bouasker M, Al-Mukhtar M (2014b) Impact of wetting-drying cycles on the microstructure and mechanical properties of lime-stabilized gypseous soils. Eng Geol 174:11–21

4. Al-Mukhtar M, Khattab S, Alcover J-F (2012) Microstructure and geotechnical properties of lime-treated expansive clayey soil. Eng Geol 139–140:17–27

5. ASTMD422-63 (2007) Standard test method for particle-size analysis of soils. ASTM International, West Conshohocken

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