Investigation of the Load–Settlement Response of Piles in Sand Using an Interface Constitutive Model
Author:
Affiliation:
1. Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.
2. Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002557
Reference67 articles.
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3. Mobilized response of piles subjected to downdrag;Ashour M.;Int. J. Geomech.,2021
4. Development of axial pile load transfer curves based on instrumented load tests;Bohn C.;J. Geotech. Geoenviron. Eng.,2017
5. A non-linear load transfer method for determining the settlement of piles under vertical loading;Boonyatee T.;Int. J. Geotech. Eng.,2020
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