Rectification of Tilted Transmission Tower Using Micropile Underpinning Method-Reference-Cited by-同舟云学术

Rectification of Tilted Transmission Tower Using Micropile Underpinning Method

Published:2020-02 Issue:1 Volume:34 Page:04019110
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Wen Lei¹,Kong Gangqiang²,Abuel-Naga Hossam³,Li Qingsong⁴,Zhang Zhendong⁴

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China.

2. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China; Professor, Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education, China Three Gorges Univ., Yichang, Hubei 443002, China (corresponding author).

3. Associate Professor, School of Engineering and Mathematical Sciences, College of Science, Health and Engineering, La Trobe Univ., Melbourne, VIC 3086, Australia.

4. Associate Professor, College of Civil and Harbour Engineering, Huaihai Institute of Technology, Lianyungang, Jiangsu 222005, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001398

Reference28 articles.

1. Axial behaviour of hollow core micropiles under monotonic and cyclic loadings;Abd Elaziz A. Y.;Geotech. Test. J.,2011

2. Geotechnical capacity of hollow-bar micropiles in cohesive soils

3. Group behaviour of hollow-bar micropiles in cohesive soils

4. Performance of Hollow Bar Micropiles under Monotonic and Cyclic Lateral Loads

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