Deflections Governed by the Cyclic Strength of Rigid Pavement Subjected to Structural Vibration Due to High-Velocity Moving Loads-Reference-Cited by-同舟云学术

Deflections Governed by the Cyclic Strength of Rigid Pavement Subjected to Structural Vibration Due to High-Velocity Moving Loads

Published:2023-07-27 Issue: Volume: Page:
ISSN:2523-3920
Container-title:Journal of Vibration Engineering & Technologies
language:en
Short-container-title:J. Vib. Eng. Technol.

Author:

Kumar Yakshansh^ORCID,Trivedi Ashutosh^ORCID,Shukla Sanjay Kumar^ORCID

Funder

Delhi Technological University

Publisher

Springer Science and Business Media LLC

Subject

Microbiology (medical),Immunology,Immunology and Allergy

Link

https://link.springer.com/content/pdf/10.1007/s42417-023-01063-8.pdf

Reference54 articles.

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2. Singh M, Trivedi A, Shukla SK (2020) Unpaved test sections reinforced with geotextile and geogrid. Mater Today 32:706–711. https://doi.org/10.1016/j.matpr.2020.03.260

3. Singh M, Trivedi A, Shukla SK (2020) Fuzzy-based model for predicting strength of geogrid-reinforced subgrade soil with optimal depth of geogrid reinforcement. Transport Infrastr Geotechnol 7(4):664–683. https://doi.org/10.1007/s40515-020-00113-y

4. Singh M, Trivedi A, Shukla SK (2019) Strength enhancement of the subgrade soil of unpaved road with geosynthetic reinforcement layers. Transportat Geotech 19:54–60. https://doi.org/10.1016/j.trgeo.2019.01.007

5. Kumar Y, Trivedi A, Shukla SK (2023) Damage evaluation in pavement geomaterial system using finite element scaled accelerated pavement testing. Transportat Infrastruc Geotechnol. https://doi.org/10.1007/s40515-023-00309-y

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