Study on the mechanism of loess landslide induced by chlorine salt in Heifangtai terran
Author:
Affiliation:
1. Department of Geological Engineering, Lanzhou University
2. Key Laboratory of Mechanics on Disaster and Environment in Western China
3. School of Information Science and Technology, Lanzhou University
Publisher
The Japanese Geotechnical Society
Subject
General Computer Science
Link
https://www.jstage.jst.go.jp/article/jgssp/7/2/7_v07.024/_pdf
Reference51 articles.
1. 1) Ajmera, B. , Tiwari, B. and Ostrova F. (2018): Influence of Salinity of Pore Fluid on the Undrained Shear Strength of Clays[C]// Ifcee.
2. 2) Campbell, G. (1988): Soil water potential measurement: An overview, Irrigation Science,9(4):265-273.
3. 3) Chen,W., Liu,W., and Wang J. (2018): Prediction and analysis of permeability coefficient of unsaturated loess with different permeability duration, Journal of Geotechnical Engineering, 40(supp.1): 22-27. (in Chinese)
4. 4) Chen, J., Han, Q. and Li, B. (1999): Land surface settlement, soil loss and corresponding harness in Heifangtai Irrigation area in Yongjing County, Soil and Water Conservation in China,(4): 15-17 (in Chinese)
5. 5) Clarke, E. C. W. and Glew D. N. (1985): Evaluation of the thermodynamic functions for aqueous sodium chloride from equilibrium and calorimetric measurements below 154oС, Journal of Physical and Chemical Reference Data,14(2): 489-610.
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