Impact of bedding layers to soil-pipe-liner structure under static and traffic loads with EPR technology
Author:
Funder
National Natural Science Foundation of China
Department of Science and Technology of Guangdong Province
National Key Research and Development Program of China
Publisher
Elsevier BV
Reference48 articles.
1. Use of optical fibers to investigate strength limit states for pressure pipe liners spanning across circular perforations;Adebola;J. Pipeline Syst. Eng. Practice,2021
2. Seismic response and design of buried concrete pipes subjected to soil loads;Alzabeebee;Tunn. Undergr. Space Technol.,2019
3. A comparative study of the response of buried pipes under static and moving loads;Alzabeebee;Transp. Geotech.,2018
4. Development of a novel model to estimate bedding factors to ensure the economic and robust design of rigid pipes under soil loads;Alzabeebee;Tunn. Undergr. Space Technol.,2018
5. Economical design of buried concrete pipes subjected to UK standard traffic loading;Alzabeebee;Proc. Inst. Civil Eng.-Struct. Build.,2019
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