Mechanism of Seismic Earth Pressure on Braced Excavation Wall Installed in Shallow Soil Depth by Dynamic Centrifuge Model Tests

Author:

Yun Jong Seok, ,Park Seong Jin,Han Jin Tae,Kim Jong Kwan,Kim Dong Chan,Kim DooKie,Choo Yun Wook

Publisher

Earthquake Engineering Society of Korea

Subject

Materials Chemistry,Economics and Econometrics,Media Technology,Forestry

Reference26 articles.

1. Yang EK, Yu SH, Kim JK, Kim DC, Kim SJ, Han JT. Numerical evaluation of dynamic behavior of retaining structure in a deep excavation. Journal of the Korean Geotechnical Society. 2021; 37(12):89-105.

2. Yun JS, Han JT, Kim JK, Kim DC, Kim DK, Choo YW. Investigation of seismic response for deep temporary excavation retaining wall using dynamic centrifuge test. Journal of the Korean Geotechnical Society. 2022;38(11):119-135.

3. Al Atik L, Sitar N. Seismic earth pressures on cantilever retaining structures. Journal of Geotechnical and Geoenvironmental Engineering. 2010;136(10):1324-1333.

4. Hashash YM, Dashti S, Musgrove M, Gillis K, Walker M, Ellison K, Basarah YI. Influence of tall buildings on seismic response of shallow underground structures. Journal of Geotechnical and Geoenvironmental Engineering. 2018;144(12):04018097.

5. Ministry of Land, Infrastructure and Transport. General Seismic Design. Korea Design Standard 17 10 00. c2018.

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