The effects of low-rise building mat on liquefiable site
https://doi.org/10.22227/2305-5502.2025.1.13
Abstract
Introduction. The effects of low-rise building mat on liquefiable site were investigated in this study.
Materials and methods. One-dimensional ground response analyses of a layered sand model profile were conducted using Midas. The UBCS and soil model was used.
Results. The excess pore water pressure and the stress/strain time histories as well as the ground deformation of the numerical model were examined.
Conclusions. With the comparison of the free-field solutions, if the liquefaction occurred, the mat can cause the subsoils to settle more and push the side soils to move laterally, which will yield sway motions of the mat. The deeper embedment of the mat sometimes would help to minimize such phenomenon.
About the Authors
Der-Wen ChangTaiwan, Province of China
Der-Wen Chang — Professor
Xiang-Jun Lian
Taiwan, Province of China
Xiang-Jun Lian — research assistant
Shih-Hao Cheng
Taiwan, Province of China
Shih-Hao Cheng — assistant professor
Ting-Lun Hsu
Taiwan, Province of China
Ting-Lun Hsu — research assistant
D. Mukhanov
Kazakhstan
Diyar Mukhanov — doctoral student
2 Satpayeva st., Astana, 010008
References
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3. Lian X. Effects of light-weight structure direct foundation on earthquake induced soil liquefaction : Master Thesis. Department of Civil Engineering, Tamkang University, New Taipei City, Taiwan, 2024.
4. Midas GTS NX User Manual. 2014.
5. Tokimatsu K., Seed H.B. Evaluation of settlements in sands due to earthquake shaking. Journal of Geotechnical Engineering. 1987; 113:861-878.
Review
For citations:
Chang D., Lian X., Cheng Sh., Hsu T., Mukhanov D. The effects of low-rise building mat on liquefiable site. Construction: Science and Education. 2025;15(1):124-130. (In Russ.) https://doi.org/10.22227/2305-5502.2025.1.13