Effect of Ultralow Temperature on Expansion, Strength, and Modulus of Cement-Stabilized Soil: Case Study for LNG Underground Storage in Singapore-Reference-Cited by-同舟云学术

Effect of Ultralow Temperature on Expansion, Strength, and Modulus of Cement-Stabilized Soil: Case Study for LNG Underground Storage in Singapore

Published:2023-03 Issue:1 Volume:37 Page:
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Yu Hua¹^ORCID,Yi Yaolin²,Romagnoli Alessandro³,Tan Wooi Leong⁴

Affiliation:

1. Research Fellow, SJ-NTU Corporate Laboratory, Nanyang Technological Univ., 50 Nanyang Ave, Singapore 639798. ORCID: .

2. School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave, Singapore 639798 (corresponding author).

3. School of Mechanical and Aerospace Engineering, Nanyang Technological Univ., 50 Nanyang Ave, Singapore 639798.

4. Surbana Jurong Infrastructure Pte Ltd, 168 Jalan Bukit Merah, #01-01 Connection One, Singapore 150168.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

https://ascelibrary.org/doi/pdf/10.1061/JCRGEI.CRENG-662

Reference42 articles.

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3. ASTM. 2017a. Standard test methods for compressive strength of molded soil-cement cylinders. ASTM D1633-17. West Conshohocken, PA: ASTM.

4. ASTM. 2017b. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-17e1. West Conshohocken, PA: ASTM.

5. Study on the mechanical properties and damage constitutive model of frozen weakly cemented red sandstone;Bai Y.;Cold Reg. Sci. Technol.,2020

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