Effects of rocking impedance and soil shear stress of the free-field on the dynamic response of an end-bearing pile during horizontal earthquakes-Reference-Cited by-同舟云学术

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Effects of rocking impedance and soil shear stress of the free-field on the dynamic response of an end-bearing pile during horizontal earthquakes

Published:2022-10 Issue: Volume:150 Page:104919
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Wang Piguang,Zhao Mi,Zhang Bu,Xu Haibin,Du Xiuli

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. Kinematic response of single piles for different boundary conditions: analytical solutions and normalization schemes;Anoyatis;Soil Dyn. Earthquake Eng.,2013

2. Dynamic pile impedances for laterally–loaded piles using improved Tajimi and Winkler formulations;Anoyatis;Soil Dynam. Earthq. Eng.,2017

3. Kinematic Winkler modulus for laterally-loaded piles;Anoyatis;Soils Found.,2017

4. Soil reaction to lateral harmonic pile motion;Anoyatis;Soil Dynam. Earthq. Eng.,2016

5. Coupled horizontal and rocking vibration of embedded footings;Beredugo;Can. Geotech. J.,1972

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