In this paper, a hybrid seismic response control (HSRC) system was developed to control
bridge behavior caused by the seismic load. It was aimed at optimum vibration control …

This paper presents the response of single pile against excavation induced soil movement
by conducting model tests at unit gravity. The study involves a series of tests conducted on …

The main mechanism of discretely installed stabilizing piles is soil arching, which allows the
driving force exerted on the soil mass between the piles to be transferred to the piles. This …

Three-dimensional finite element (FE) analysis was carried out to investigate the behavior of
a single row of drilled shafts installed in an unstable slope and to determine the soil …

In recent times, several cases of foundation failures associated to riverine structures such as
jetties, bridges and wharfs have been reported. The geomorphological changes and …

Foundations in coastal structures are subject to geomorphological and hydrological
changes which can result in serviceability issues. This research studies the effect of …

In urban environment, most buildings are adjacent to each other. High rise buildings need
deep excavation. The excavation will cause large soil movement and may cause damage to …

Considerable efforts were carried out to understand the response of passive piles under
various situations through experimental modelling and analytical approaches. This chapter …