OasisLMS

Cyclic Loading of Piles Using the P-Y Method

Editorial Note - Vol. 13, No. 2, 2019

Prediction, Testing, and Analysis of a 50 m Long Pile in Soft Marine Clay

Foundation Design and Construction Challenges with Marsh Deposits in a High Seismic Risk Zone

Behaviour of Hollow Bar Micropiles Under Uplift and Lateral Loading

Ground Improvement Design and Construction for Seattle’s Elliott Bay Seawall Replacement and Retrofit