Earthquakes and Structures

Volume 25, Number 2, 2023, pages 135-148

DOI: 10.12989/eas.2023.25.2.135

The dynamic response of adjacent structures with the shallow foundation of different height and distance on liquefiable saturated sand

Jilei Hu , Luoyan Wang , Wenxiang Shen , Fengjun Wei , Rendong Guo , Jing Wang

Abstract

The structure-soil-structure interaction (SSSI) effect in adjacent structures may affect the liquefaction-induced damage of shallow foundation structures. The existing studies only analysed the independent effects on the structural dynamic response but ignored the coupling effect of height difference and distance of adjacent structures (F) on liquefied foundations on the dynamic response. Therefore, this paper adopts finite element and finite difference coupled dynamic analysis method to discuss the effect of the F on the seismic response of shallow foundation structures. The results show that the effect of the short structure on the acceleration response of the tall structure can be neglected as F increases when the height difference reaches 2 times the height of the short structure. The beneficial effect of SSSI on short structures is weakened under strong seismic excitations, and the effect of the increase of F on the settlement ratio gradually decreases, which causes a larger rotation hazard. When the distance is smaller than the foundation width, the short structure will exceed the rotation critical value and cause structural damage. When the distance is larger than the foundation width, the rotation angle is within the safe range (0.02 rad).

Key Words

adjacent structures; dynamic response; liquefiable layer; numerical simulation; shallow foundation

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