A Case Study of Liquefaction Potential Verification During a Strong Earthquake at Lempuing Subdistrict, Bengkulu City, Indonesia
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40515-023-00335-w.pdf
Reference53 articles.
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2. Bhattacharya, S., Hyodo, M., Goda, K., Tazoh, T., Taylor, C.A.: Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake. Soil Dyn. Earthq. Eng. 31(11), 1618–1628 (2011). https://doi.org/10.1016/j.soildyn.2011.06.006
3. Cao, Z., Youd, T.L., Yuan, X.: Gravelly soils that liquefied during 2008 Wenchuan, China earthquake, Ms= 8.0. Soil Dyn. Earthq. Eng. 31(8), 1132–1143 (2011). https://doi.org/10.1016/j.soildyn.2011.04.001
4. de Magistris, F.S., Lanzano, G., Forte, G., Fabbrocino, G.: A database for PGA threshold in liquefaction occurrence. Soil Dyn. Earthq. Eng. 54, 17–19 (2013). https://doi.org/10.1016/j.soildyn.2013.07.011
5. El Mohtar, C.S., Drnevich, V.P., Santagata, M., Bobet, A.: Combined resonant column and cyclic triaxial tests for measuring undrained shear modulus reduction of sand with plastic fines. Geotech. Test. J. 36(4), 484–492 (2013). https://doi.org/10.1520/GTJ20120129
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