Numerical Investigation of the Effect of Conventional Cut-and-fill Process and Tire-Derived Aggregate Placed on Top of Buried Concrete Pipe on the Pavement Deflection-Reference-Cited by-同舟云学术

Numerical Investigation of the Effect of Conventional Cut-and-fill Process and Tire-Derived Aggregate Placed on Top of Buried Concrete Pipe on the Pavement Deflection

Published:2023-04-04 Issue: Volume: Page:
ISSN:2196-7202
Container-title:Transportation Infrastructure Geotechnology
language:en
Short-container-title:Transp. Infrastruct. Geotech.

Author:

Alzabeebee Saif^ORCID,Alshibany Safaa Manfi,Chavda Jitesh T.^ORCID,Keawsawasvong Suraparb

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40515-023-00294-2.pdf

Reference36 articles.

1. Al-Jeznawi, D., Alzabeebee, S., Mohammed Shafiqu, Q.S., Güler, E.: Analysis of slope stabilized with piles under earthquake excitation. Transp. Infrastruct. Geotechnol. (2022). https://doi.org/10.1007/s40515-022-00265-z

2. Al-Jeznawi, D., Jais, I.M., Albusoda, B.S., Alzabeebee, S., Keawsawasvong, S., Khalid, N.: Numerical study of the seismic response of closed-ended pipe pile in cohesionless soils. Transp. Infrastruct. Geotechnol. (2023). https://doi.org/10.1007/s40515-022-00273-z

3. Alshibany, S.M., Alzabeebee, S., Keawsawasvong, S.: Sustainable use of tire-derived aggregate in the protection of buried concrete pipes under combined soil and traffic loads. Geotechnics. 3(1), 57–69 (2023)

4. Alzabeebee, S., Chapman, D., Jefferson, I., Faramarzi, A.: The response of buried pipes to UK standard traffic loading. Proc. Inst. Civ. Eng. Geotech. Eng. 170(1), 38–50 (2017)

5. Alzabeebee, S., Chapman, D.N. Faramarzi, A.: Development of a novel model to estimate bedding factors to ensure the economic and robust design of rigid pipes under soil loads. Tunn. Undergr. Space Technol. 71, 567–578 (2018)