Estimation of the soil cyclic resistance by flat dilatometer accounting for the fines content effect-Reference-Cited by-同舟云学术

Estimation of the soil cyclic resistance by flat dilatometer accounting for the fines content effect

Published:2024 Issue:27 Volume:10 Page:1013-1018
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Chiaradonna Anna¹,Monaco Paola¹

Affiliation:

1. University of L'Aquila

Publisher

The Japanese Geotechnical Society

Link

https://www.jstage.jst.go.jp/article/jgssp/10/27/10_v10.OS-16-06/_pdf

Reference25 articles.

1. 1) Amoroso, S., García Martínez, M.F., Monaco, P., Tonni, L., Gottardi, G., Rollins, K.M., Minarelli, L., Marchetti, D. and Wissmann, K.J. (2022): Comparative Study of CPTU and SDMT in Liquefaction-Prone Silty Sands with Ground Improvement, Journal of Geotechnical and Geoenvironmental Engineering, 148(6), 04022038.

2. 2) Amoroso, S., Milana, G., Rollins, K.M., Comina, C., Minarelli, L., Manuel, M.R., Monaco, P., Franceschini, M., Anzidei, M., Lusvardi, C., Cantore, L., Carpena, A., Casadei, S., Cinti, F.R., Civico, R., Cox, B.R., De Martini, P.M, Di Giulio, G., Di Naccio, D., Di Stefano, G., Facciorusso, J., Famiani, D., Fiorelli, F., Fontana, D., Foti, S., Madiai, C., Marangoni, V., Marchetti, D., Marchetti, S.L., Martelli, L., Mariotti, M., Muscolino, E., Pancaldi, D., Pantosti, D., Passeri, F., Pesci, A., Romeo, G., Sapia, V., Smedile, A., Stefani, M., Tarabusi, G., Teza, G., Vassallo, M. and Villani, F. (2017): The first Italian blast-induced liquefaction test (Mirabello, Emilia-Romagna, Italy): description of the experiment and preliminary results, Annals of Geophysics, 60 (5).

3. 3) Amoroso, S., Monaco, P., Rollins, K.M., Holtrigter, M. and Thorp, A. (2015): Liquefaction assessment by seismic dilatometer test (SDMT) after 2010-2011 Canterbury earthquakes (New Zealand), Proceedings of 6^th International Conference on Earthquake Geotechnical Engineering 6ICEGE, Christchurch, New Zealand.

4. 4) Amoroso, S., Monaco, P., Vargas-Herrera, L.A. and Coto-Loría, M. (2014): Comparison of CPTu and SDMT after 2012 Samara Earthquake, Costa Rica: liquefaction case studies, Proceedings of 3^rd International Symposium on Cone Penetration Testing CPT'14, Las Vegas, USA, 1151-1159.

5. 5) Amoroso, S., Rollins, K.M., Andersen, P., Gottardi, G., Tonni, L., García Martínez, M.F., Wissmann, K., Minarelli, L., Comina, C., Fontana, D., De Martini, P.M., Monaco, P., Pesci, A., Sapia, V., Vassallo, M., Anzidei, M., Carpena, A., Cinti, F., Civico, R., Coco, I., Conforti, D., Doumaz, F., Giannattasio, F., Di Giulio, G., Foti, S., Loddo, F., Lugli, S., Manuel, M.R., Marchetti, D., Mariotti, M., Materni, V., Metcalfe, B., Milana, G., Pantosti, D., Pesce, A., Salocchi, A.C., Smedile, A., Stefani, M., Tarabusi, G. and Teza, G. (2020): Blast-induced liquefaction in silty sands for full-scale testing of ground improvement methods: Insights from a multidisciplinary study, Engineering Geology 265, 105437.