A new method to investigate the failure envelopes of offshore foundations

Abstract

This paper presents an alternative numerical method in addition to the traditional ?probe test? to investigate the combined loading failure envelopes of foundations in soil. In the ?probe test? method, the foundation is displaced with a specified displacement path and eventually the soil resistance force reaches a stabilised point sitting on the failure envelope in the load space. While the displacement paths are arbitrarily or empirically set, the positions of the stabilised loads on the failure envelope can not be predetermined or planned. This paper's new method, however, can specify the load paths, which directly shoot onto the failure envelope. This allows the investigation of the failu..