Gravelly Liquefaction Case Histories after 2008 Wenchuan-China Earthquake Mw = 7.9
Author:
Publisher
Springer Science and Business Media LLC
Subject
Polymers and Plastics,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40891-023-00456-9.pdf
Reference17 articles.
1. Cao Z, Leslie Youd T, Yuan X (2011) Gravelly soils that liquefied during 2008 Wenchuan, China earthquake, Ms=8.0. Soil Dyn Earthquake Eng 31(8):1132–1143. https://doi.org/10.1016/j.soildyn.2011.04.001
2. Cao Z, Youd TL, Yuan X (2013) Chinese dynamic penetration test for liquefaction evaluation in gravelly soils. J Geotech Geoenviron Eng 139(8):1320–1333. https://doi.org/10.1061/(asce)gt.1943-5606.0000857
3. Cao ZZ, Xu XY, Yuan XM (2012) Dynamic penetration tests (DPT) at gravelly soils liquefaction sites. Appl Mech Mater 204–208:425–428. https://doi.org/10.4028/www.scientific.net/amm.204-208.425
4. Rollins KM, Roy J, Athanasopoulos-Zekkos A, Zekkos D, Amoroso S, Cao Z (2021) A new dynamic cone penetration test-based procedure for liquefaction triggering assessment of gravelly soils. J Geotech Geoenviron Eng. https://doi.org/10.1061/(asce)gt.1943-5606.0002686
5. Bolton Seed H, Tokimatsu K, Harder LF, Chung RM (1985) Influence of SPT procedures in soil liquefaction resistance evaluations. J Geotech Eng 111(12):1425–1445. https://doi.org/10.1061/(asce)0733-9410(1985)111:12(1425)
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1. Guest Editorial for the Special Issue on “Recent Advances in Ground Engineering”;International Journal of Geosynthetics and Ground Engineering;2023-08
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