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Cited article:
Lucia Mele , Stefania Lirer , Alessandro Flora
E3S Web Conf., 92 (2019) 08002
Published online: 2019-06-25
This article has been cited by the following article(s):
12 articles
Simplified approach for liquefaction assessment in granular soils: integrating bulk and grain properties
Mujeeb Ul Rehman, Ramesh Kannan Kandasami and Subhadeep Banerjee Granular Matter 27 (3) (2025) https://doi.org/10.1007/s10035-025-01529-4
Youssef Shamas, Wenhao H. Huang, Khai Hoan Tran, Saber Imanzadeh, Armelle Jarno, Said Taibi and Elie Rivoalen 30 (2024) https://doi.org/10.1007/978-3-031-47036-3_3
Dissipation of Energy and Generation of Pore Pressure in Load-Controlled and Displacement-Controlled Cyclic Tests
Carmine P. Polito, Zhuoyue Zhang and Henry H. M. Moldenhauer Geotechnics 4 (4) 1026 (2024) https://doi.org/10.3390/geotechnics4040052
Experimental study with complete stress state interpretation of undrained monotonic and cyclic simple shear tests with flexible boundaries
L. Mele Acta Geotechnica 19 (1) 147 (2024) https://doi.org/10.1007/s11440-023-01907-3
Experimental Investigation on the Post-liquefaction Behavior of Sands in Simple Shear Conditions
Lucia Mele, Stefania Lirer and Alessandro Flora Geotechnical Testing Journal 46 (6) (2023) https://doi.org/10.1520/GTJ20230306
A review of cyclic simple shear test on soils: challenges and new solutions
B. R. Madhusudhan International Journal of Advances in Engineering Sciences and Applied Mathematics 14 (3-4) 49 (2022) https://doi.org/10.1007/s12572-022-00321-4
An experimental study on the apparent viscosity of sandy soils: from liquefaction triggering to pseudo-plastic behaviour of liquefied sands
Lucia Mele Acta Geotechnica 17 (2) 463 (2022) https://doi.org/10.1007/s11440-021-01261-2
A robust empirical model to estimate earthquake-induced excess pore water pressure in saturated and non-saturated soils
Lucia Mele, Anna Chiaradonna, Stefania Lirer and Alessandro Flora Bulletin of Earthquake Engineering 19 (10) 3865 (2021) https://doi.org/10.1007/s10518-020-00970-5
A field trial to test the efficiency of induced partial saturation and horizontal drains to mitigate the susceptibility of soils to liquefaction
A. Flora, E. Bilotta, A. Chiaradonna, et al. Bulletin of Earthquake Engineering 19 (10) 3835 (2021) https://doi.org/10.1007/s10518-020-00914-z
Cyclic Behaviour of Palu Sandy Soils in Cyclic Simple Shear Test
E Ramdhiani and W A Prakoso Journal of Physics: Conference Series 1858 (1) 012039 (2021) https://doi.org/10.1088/1742-6596/1858/1/012039
Geotechnical Research for Land Protection and Development
L. Mele, S. Lirer and A. Flora Lecture Notes in Civil Engineering, Geotechnical Research for Land Protection and Development 40 446 (2020) https://doi.org/10.1007/978-3-030-21359-6_47
On the apparent viscosity of granular soils during liquefaction tests
Stefania Lirer and Lucia Mele Bulletin of Earthquake Engineering 17 (11) 5809 (2019) https://doi.org/10.1007/s10518-019-00706-0