Improved analytical prediction of ground frost heave during tunnel construction using artificial ground freezing technique

Author:

Cai HaibingORCID,Liu Zheng,Li Sheng,Zheng Tenglong

Funder

National Natural Science Foundation of China

Research Activities Funding for Reserve Candidate of Academic and Technical Leaders of Anhui Province

Academic Funding for Top-notch Talents in University Disciplines (Majors) of Anhui Province

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference33 articles.

1. Artificial ground freezing application in shield tunneling;Afshani;Jpn. Geotech. Soc. Special Publ.,2015

2. Prediction method of surface frost heave based on stochastic medium theory in tunnel freezing period;Cai;J. Central South Univ. (Science and Technology),2014

3. Analytical solution and numerical simulation of the liquid nitrogen freezing-temperature field of a single pipe;Cai;AIP Adv.,2018

4. In situ monitoring of frost heave pressure during cross passage construction using ground-freezing method;Han;Can. Geotech. J.,2015

5. Analysis of Trupak and Bakholdin formulas for temperature field of single-row-pipe frozen soil wall;Hu;J. Tongji Univ. (Natural Science),2008

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