Research Article
A Comparison of Simplified Modelling Approaches for Performance Assessment of Piles Subjected to Lateral Spreading of Liquefied Ground
Figure 3
A building near waterfront suffered pile damage during the 1995 Kobe Earthquake. (a) Tilt of the building and damages along piles. (b) Foundation layout. (c) Boring log of the site. (After [16]).
(a) |
(b) |
(c) |