Effects of Cyclic Freeze and Thaw on Engineering Properties of Compacted Loess and Lime-Stabilized Loess-Reference-Cited by-同舟云学术

Effects of Cyclic Freeze and Thaw on Engineering Properties of Compacted Loess and Lime-Stabilized Loess

Published:2019-09 Issue:9 Volume:31 Page:04019205
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zhang Wuyu¹,Guo Anbang²^ORCID,Lin Cheng³^ORCID

Affiliation:

1. Professor, School of Civil Engineering, Qinghai Univ., Xining, Qinghai 810016, China.

2. Research Assistant, School of Civil Engineering, Qinghai Univ., Xining, Qinghai 810016, China. ORCID: .

3. Assistant Professor, Dept. of Civil Engineering, Univ. of Victoria, 3800 Finnerty Rd., Victoria, BC, Canada V8P5C2 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002858

Reference22 articles.

1. Effect of water during freeze–thaw cycles on the performance and durability of lime-treated gypseous soil

2. Aoyama K. S. Ogawa and M. Fukuda. 1985. “Temperature dependencies of mechanical properties of soils subjected to freezing and thawing.” In Proc. 4th Int. Symp. on Ground Freezing 217–222. Rotterdam Netherlands: A.A. Balkema.

3. Class F Fly-Ash-Amended Soils as Highway Base Materials

4. Effects of cyclic freezing and thawing on volume changes and permeabilities of soft fine-gained soils

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