Frost Heave Performance of Shallow Foundations for Overhead Transmission Lines in Seasonally Frozen Alpine Regions-Reference-Cited by-同舟云学术

Frost Heave Performance of Shallow Foundations for Overhead Transmission Lines in Seasonally Frozen Alpine Regions

Published:2023-09 Issue:3 Volume:37 Page:
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Cheng Zhihe¹^ORCID,Tang Liang²,Cong Shengyi³,Ling Xianzhang²

Affiliation:

1. Ph.D. Student, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China (corresponding author). ORCID: .

2. Professor, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China.

3. Postdoctoral Fellow, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China.

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-669

Reference17 articles.

1. Frost heaving properties of gravel soil in seasonal frozen region of Qinghai-Tibet Plateau;Cen G. P.;J. Harbin Inst. Technol.,2016

2. A long-term strength criterion for frozen clay under complex stress states

3. Model test study on pile foundation of 110 kV transmission line of Qinghai-Tibet railway in frozen soils;Cheng Y. F.;Chin. J. Rock Mech. Eng.,2004

4. Experimental and numerical investigations of frost heave characteristics of a transmission tower foundation along the Lanzhou–Lintao power transmission line;Cong S. Y.;Int. J. Geomech,2023

5. EPIS (Electric Power Industry Standard). 2015. Technical code for foundation design of overhead transmission line in frozen soil region. [In Chinese.] DL/T 5501-2015. Beijing: Chinese Standard Press.