Currently there is a lack of information and experimental data to formulate p–y curves in
multi-directional loading conditions for soft clays. Experimental evidence has shown that uni …

Abstract Series of multi-directional pot tests were conducted in soft clay to characterize the
near field soil response during multi-directional soil–pile interaction (Mayoral et al.[19, 22]) …

The evaluation of performance of deep foundation systems under seismic loading is one of
the most complex problems in earthquake engineering, due to the varying degrees of …

The effects of Soil-Pile-Structure Interaction (SPSI) on the seismic behavior of bridges, dams
and critical buildings are of paramount important in their seismic design. SPSI typically …

Due to randomness of seismic load, it is difficult to predict the complexity of the soil pile and
their system. The nonlinear behaviour of the soil and the liquefaction phenomenon occurring …

Penang, Malaysia is located on the northwest coast of Peninsular Malaysia on the coast of
Malacca Straits. It is considered as a state with limited land compared to the population in …

A spring-mass model for structures on pile foundations is proposed in this paper. Research
on spring-mass models for pile foundation is reviewed, and a comparison with other such …

A spring-mass model for structures on pile foundations is proposed in this paper. Research
on spring-mass models for pile foundation is reviewed, and a comparison with other such …