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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 Chang
Tamkang University
Taiwan, Province of China

Der-Wen Chang — Professor



Xiang-Jun Lian
Tamkang University
Taiwan, Province of China

Xiang-Jun Lian — research assistant



Shih-Hao Cheng
National Taiwan University of Science and Technology
Taiwan, Province of China

Shih-Hao Cheng — assistant professor



Ting-Lun Hsu
Tamkang University
Taiwan, Province of China

Ting-Lun Hsu — research assistant



D. Mukhanov
L.N. Gumilyov Eurasian National University
Kazakhstan

Diyar Mukhanov — doctoral student

2 Satpayeva st., Astana, 010008



References

1. Byrne P.M., Park S.-S., Beaty M., Sharp M., Gonzalez L., Abdoun T. Numerical modeling of liquefaction and comparison with centrifuge tests. Canadian Geotechnical Journal. 2004; 41(2):193-211.

2. Ishihara K., Yoshimine M. Evaluation of settlements in sand deposits following liquefaction during earthquakes. Soils and Foundations. 1992; 32(1)173-188.

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

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