Water Retention Curve–Based Design Method for the Artificial Ground Freezing: The Isarco River Underpass Tunnels within the Brenner Base Tunnel Project-Reference-Cited by-同舟云学术

Water Retention Curve–Based Design Method for the Artificial Ground Freezing: The Isarco River Underpass Tunnels within the Brenner Base Tunnel Project

Published:2023-03 Issue:3 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Casini Francesca¹^ORCID,Guida Giulia²^ORCID,Restaini Angelo³,Celot Antonio³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering and Computer Science, Univ. of Rome Tor Vergata, Via del Politecnico 1, Rome 00133, Italy. ORCID: .

2. Researcher, Dept. of Civil Engineering and Computer Science, Univ. of Rome Tor Vergata, Via del Politecnico 1, Rome 00133, Italy (corresponding author). ORCID: .

3. Engineer, Domestic Operation—Freezing and Grouting Dept., WEBUILD SPA, Rozzano (Milano) Centro Direzionale Milano fiori Strada 6—Palazzo L, Rozzano 20089, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-10723

Reference44 articles.

1. Artificial ground freezing: A review of thermal and hydraulic aspects

2. Andersland, O. B., and B. Ladanyi. 2003. Frozen ground engineering. New York: Wiley.

3. The rheology of frozen soils;Arenson L. U.;Appl. Rheol.,2007

4. Long-Term Durability of Ordinary Portland Cement and Polypropylene Fibre Stabilized Kaolin Soil Using Wetting–Drying and Freezing–Thawing Test

5. New ice lens initiation condition for frost heave in fine-grained soils

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