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                             13 results found
no title author magazine year volume issue page(s) type
1 A computational platform to assess liquefaction-induced loss at critical infrastructures scale Meslem, A.

19 10 p. 4083-4114
article
2 A field trial to test the efficiency of induced partial saturation and horizontal drains to mitigate the susceptibility of soils to liquefaction Flora, A.

19 10 p. 3835-3864
article
3 A robust empirical model to estimate earthquake-induced excess pore water pressure in saturated and non-saturated soils Mele, Lucia

19 10 p. 3865-3893
article
4 A simplified vulnerability model for the extensive liquefaction risk assessment of buildings Paolella, Luca

19 10 p. 3933-3961
article
5 Critical evaluation of the customisation process of the UNDRR disaster resilience scorecard for cities to earthquake-induced soil liquefaction disaster events Jones, Keith

19 10 p. 4115-4143
article
6 Effects of seismic input, fine crust and existing structure on liquefaction from centrifuge model tests Fioravante, V.

19 10 p. 3807-3833
article
7 Improving the resilience of existing built assets to earthquake induced liquefaction disaster events Jones, Keith G.

19 10 p. 4145-4169
article
8 Liquefaction fragility of sewer pipes derived from the case study of Urayasu (Japan) Baris, Anna

19 10 p. 3963-3986
article
9 Megazonation of earthquake-induced soil liquefaction hazard in continental Europe Bozzoni, F.

19 10 p. 4059-4082
article
10 Numerical modelling of the effect of horizontal drains in centrifuge tests on soil-structure interaction in liquefiable soils Fasano, Gianluca

19 10 p. 3895-3931
article
11 Site classification using equivalent soil profiles for building-liquefaction interaction Millen, Maxim

19 10 p. 3987-4012
article
12 Technical guidelines for the assessment of earthquake induced liquefaction hazard at urban scale Lai, C. G.

19 10 p. 4013-4057
article
13 The H2020 European Project LiqueFACT Pecker, Alain

19 10 p. 3803-3806
article
                             13 results found
 
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