Post-lateral spreading effects on 2 × 2 piles in a liquefiable level ground with inclined base during subsequent earthquakes

Abstract

At 4:17 am (1:17 UTC) on Feb. 6, 2023, an earthquake with M_w=7.8 struck near Pazarcık City in south-central Turkey, followed by a 7.5 M_w event about 9 h later. The subsequent earthquakes can cause severe damage which might not be the case for single earthquakes. In this study, a series of shake table tests on level ground with a sloping base model were conducted to investigate the effects of subsequent liquefactions on two 2 × 2 pile groups with a minor fixity in the caps. Adequate time intervals for complete dissipation of excess pore water pressure in the liquefiable layer were permitted at the end of each shaking. For this purpose, the free field soil and the piles were sufficiently instrumented to measure various parameters during and after the shakings. In this paper, the results of one of the shakings are reported and discussed in detail, and the results of other shakings are compared. The reported results contain time histories of acceleration, displacement, pore water pressure, bending moment, shear force, and lateral pressure on the piles. The ground settlements due to subsequent earthquakes are also measured and reported. The findings reveal that in a level ground liquefiable layer overlying a sloping base, lateral spreading may also occur and affect the piles behaviour especially in subsequent earthquakes. In addition, a practical relationship is proposed from the experimental results to estimate the residual shear strength of the liquefied soil.