Technical Papers
Jul 10, 2023

Seismic Interactions among Multiple Structures Founded on Liquefiable Soils in a City Block

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 149, Issue 9

Abstract

Buildings are often located in close proximity to each other in urban settings. Seismic structure-soil-structure interaction near two adjacent buildings (SSSI2) on liquefiable soils has previously been investigated and shown to be consequential. However, these studies did not evaluate the impact of multiple SSSI3+ (exceeding three buildings in a cluster) on key engineering demand parameters (EDPs). In this paper, we systematically explore the influence of SSSI3+, building spacing (S) in relation to width (W), arrangement, and location in a larger cluster on building EDPs. SSSI3+ is shown to reduce the foundation’s average settlement compared to an isolated structure (SSI) or even two adjacent structures (SSSI2). Similar to SSSI2, however, SSSI3+ notably amplifies the permanent rotation of side or corner structures compared to an isolated counterpart or the neighboring center structure(s). The resultant tilt magnitude of corner structures experiencing SSSI3+ is greater than those under SSSI2 at S/W<0.3, while a slight reduction is observed for SSSI3+ at greater spacings (0.3<S/W<1). These rotations cannot be captured in a model of SSI or SSSI2. In all models considered, the direction and magnitude of flexural drifts within the superstructure are shown to depend on the orientation and magnitude of foundation rotation, which are themselves sensitive to building spacing and cluster arrangement. Overall, the numerical sensitivity study presented in this paper shows that SSSI3+ can adversely influence the performance and damage potential of corner or side structure-foundation systems compared to more simplistic cases of SSI and SSSI2 at S/W<0.3, which should be considered particularly for L- or square-shape cluster configurations.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors acknowledge support from the US National Science Foundation (NSF) under Grant No. 1454431. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the author(s) and do not necessarily reflect the views of the NSF. This work utilized the Summit supercomputer, which is supported by the National Science Foundation (awards ACI-1532235 and ACI-1532236), the University of Colorado Boulder, and Colorado State University. This study is also supported by the National Science and Technology Council of Taiwan under Grant No. 111-2222-E-A49-012-. Lastly, we thank the reviewers and editors for their constructive comments.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 149Issue 9September 2023

History

Received: Jul 22, 2021
Accepted: Apr 19, 2023
Published online: Jul 10, 2023
Published in print: Sep 1, 2023
Discussion open until: Dec 10, 2023

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Assistant Professor, Dept. of Civil Engineering, National Yang Ming Chiao Tung Univ., No. 1001, University Rd., Hsinchu 300, Taiwan. ORCID: https://orcid.org/0000-0002-2319-5336. Email: [email protected]
Associate Professor, Dept. of Civil, Environmental, and Architectural Engineering, College of Engineering and Applied Sciences, Univ. of Colorado Boulder, 1111 Engineering Dr., Campus Box 428, ECOT 512, Boulder, CO 80309 (corresponding author). ORCID: https://orcid.org/0000-0002-7188-4208. Email: [email protected]

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