Effect of soil-building interaction on dynamic earth pressure on basement walls

• Published in: Soil dynamics and earthquake engineering (1984) 2024-11, Vol.186, p.108944, Article 108944
• Main Authors: Nguyen, Quang Thien Buu, Hwang, Byong-Youn, Hwang, Tae-Hun, Kim, Sung-Ryul
• Format: Article
• Language: English
• Subjects: Basement wall; Dynamic earth pressure; Earthquake; Inertial interaction; Kinematic interaction; Numerical simulation
• ISSN: 0267-7261
• DOI: 10.1016/j.soildyn.2024.108944

This study investigates dynamic earth pressure on basement walls by considering soil-structure interaction, a factor that is often overlooked by conventional methods like Mononobe-Okabe, Seed and Whitman, and Wood. Superstructure, basement, and soil were numerically simulated in a single model to evaluate the inertial and kinematic effects of buildings on dynamic earth pressure on the basement walls. The numerical model was validated using data from a centrifuge test and an instrumented building. Then, a parametric study was performed, with the height, width, and basement depth of the building varied with six input motions. The results showed that the inertia of the building increased dynamic thrust. Furthermore, the dynamic thrust showed a similar trend with the displacement response spectrum curve of the ground surface acceleration as the building height increased, while the distribution shape transitioned from triangular to inverted triangular. Additionally, wider buildings had increased dynamic earth pressure, while deeper buildings exhibited smaller normalized dynamic thrust. •Dynamic earth pressure on basement walls was investigated using numerical simulation.•Building inertia increased dynamic earth pressure on basement walls.•Dynamic thrust exhibited a similar trend to displacement response spectrum curve.•Increase of basement depth decreased normalized dynamic thrust.•With presence of buildings, conventional methods underesmitated dynamic earth pressure.