Frost susceptibility of soil and in-situ monitoring of frost depth in construction

Author:

Shakhmov Zhanbolat A.1,Zhussupbekov Askar Zh.2

Affiliation:

1. Department of Civil Engineering, L.N. Gumilyov Eurasian National University

2. L.N.Gumilyov Eurasian National University

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Reference5 articles.

1. 1) Zhussupbekov, A., Zhunisov, T. and Shakhmov, Z. (2011): Influence of geological conditions on historic monuments in Kazakhstan, Proceedings of Special Session on Geo-Engineering for Conservation of Cultural Heritage and Historical Sites: The 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Hong Kong, China, 111-114.

2. 2) Zhussupbekov, A., Shakhmov, Zh., Shin, E.C. and Krasnikov, S. (2012): Challenges for transportation geotechnics in extreme climates of Kazakhstan and Korea, Advences in Transportation Geotechnics II: CRC Press Taylor&Francis Group - 2nd International Conference on Transportation Geotechnics, Hokkaido, Japan, 655-660.

3. 3) Shakhmov, Zh. (2013): Influence of the freezing to soil ground of foundation, Phd Thesis, pp. 114-127.

4. 4) Shakhmov, Zh. (2014): Assessment of the degree frost heaving soil sround by different methods, International Scientific Conference of Young Scientest, Astana, Kazakhstan, 4436-4443.

5. 5) Zhussupbekov, A., Shakhmov, Zh., Yenkebayev, S.B., Lukpanov, R.E. (2015): Freezing of the soil ground and experimental investigation in condition of Astana, Proceedings of 6th International Geotechnical Symposium on Disaster Mitigation in Special Geoenvironmental Conditions, Madras, Chennai, India, 427-430.

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