The HL-Reliability Index is utilized to investigate the applicability of several linear and nonlinear response surface models based on design experiments techniques evaluate safety under random loading, against bearing capacity failure shallow foundations resting c-φ soils with multivariate correlated variables. reliability results obtained using FORM/SORM coupled these models, are checked by M...

In conjunction with the geological conditions of East China Sea, bearing performance monopile and single-suction bucket foundations is compared analyzed in shallow deep-sea under static horizontal loads. Furthermore, statistical data wind wave from 2010 to 2020 Sea were tabulated into amplitude curves applied two form dynamic loads, performances loads analyzed. The results show that typical suc...

ground differential movements due to faulting have been observed to cause damage to engineered structures and facilities. although surface fault rupture is not a new problem, there are only a few building codes in the world containing some type of provisions for reducing the risks. fault setbacks or avoidance of construction in the proximity to seismically active faults, are usually supposed as...

FOREWORD This research project was performed to investigate the possibility that, by measuring the dynamic response characteristics of a bridge substructure, it might be possible to determine the condition and safety of the substructure and identify its foundation type (shallow or deep). Determining bridge foundation conditions with this approach may be applied to quantify losses in foundation ...