A simplified approach to account for through-soil interaction between two adjacent shallow foundations
Author:
Funder
Reluis-DPC
Publisher
Springer Science and Business Media LLC
Subject
Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s10518-023-01621-1.pdf
Reference59 articles.
1. Aldaikh H, Alexander NA, Ibraim E, Knappett JA (2018) Evaluation of rocking and coupling rotational linear stiffness coefficients of adjacent foundations. Int J Geomech 18(1):04017131–04017141
2. Alexander NA, Ibraim E, Aldaikh H (2013) A simple discrete model for interaction of adjacent buildings during earthquakes. Comput Struct 124:1–10
3. Amendola C, de Silva F, Vratsikidis A, Pitilakis D, Anastasiadis A, Silvestri F (2021) Foundation impedance functions from full-scale soil–structure interaction tests. Soil Dyn Earthq Eng 141:106523
4. Apsel RJ, Luco JE (1987) Impedance functions for foundations embedded in a layered medium: an integral equation approach. Earthq Eng Struct Dyn 15(2):213–231
5. Avilés J, Pérez-Rocha LE (1996) Evaluation of interaction effects on the system period and the system damping due to foundation embedment and layer depth. Soil Dyn Earthq Eng 15(1):11–27
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