Experimental study of the microstructure of loess on its macroscopic geotechnical properties of the Baozhong railway subgrade in Ningxia, China

Author:

Meng Zhao,Liyi ChenORCID,Shanyong Wang,Honggang Wu

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference51 articles.

1. Allen JRL (1982) Sedimentary structures: Their character and physical basis, Volume 1, vol 2

2. Assadi-Langroudi A, Ng'ambi S, Smalley I (2018) Loess as a collapsible soil: some basic particle packing aspects. Quat Int 469:20–29. https://doi.org/10.1016/j.quaint.2016.09.058

3. Assallay AM, Rogers CDF, Smalley IJ (1997) Formation and collapse of metastable particle packings and open structures in loess deposits. Eng Geol 48(1):101–115. https://doi.org/10.1016/S0013-7952(97)81916-3

4. Chen C, Gao P, Hu Z (2006) Moistening deformation characteristic of loess and its relation to structure. Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering 25(7):1352–1360

5. Dang J (1998) The construction strength of unsaturated loess and its use. Acta Agriculturaeoreali-Occidentalis Sinica 26(5):48–51

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