Design Oriented Linear-Equivalent Approach for Evaluating the Effect of Tunneling on Pipelines

Author:

Klar Assaf1,Elkayam Itai2,Marshall Alec. M.3

Affiliation:

1. Associate Professor, Dept. of Structural Engineering and Construction Management, Faculty of Civil and Environmental Engineering, Technion-Israel Institute of Technology, Haifa 32000, Israel (corresponding author).

2. Postdoctoral Researcher, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Nottingham, University Park, Nottingham NG7 2RD, U.K.

3. Lecturer, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Nottingham, University Park, Nottingham NG7 2RD, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference38 articles.

1. Abdoun T. Bennett V. Danisch L. Shantz T. and Jang D. (2007). “Field installation details of a wireless shape-acceleration array system for geotechnical applications.” Proc. SPIE 6529 SPIE Bellingham WA.

2. The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction

3. ASTM. (2014). “Standard practice for use of distributed optical fiber sensing systems for monitoring the impact of ground movements during tunnel and utility construction on existing underground utilities.” F3079-14 West Conshohocken PA.

4. AWWA (American Water Works Association). (2012). “Buried no longer: Confronting Americas water infrastructure challenge.” Technical Rep. Denver 〈http://www.awwa.org/portals/0/files/legreg/documents/buriednolonger.pdf〉.

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