Capacity prediction and design optimization for laterally loaded monopiles in sandy soil using hybrid neural network and sequential quadratic programming

AH Taherkhani, Q Mei, F Han - Computers and Geotechnics, 2023‏ - Elsevier
Data driven methods have gained momentum in recent years in solving highly non-linear
engineering problems that are challenging to solve using conventional methods. In this …

Energy-based analysis of laterally loaded caissons with large diameters under small-strain conditions

X Li, G Dai, F Zhang, W Gong - International Journal of …, 2022‏ - ascelibrary.org
To better predict the response of laterally loaded caissons and the displacement distribution
around the foundations, three different beam theories [Timoshenko beam theory with vertical …

A deep learning model to predict the lateral capacity of monopiles

AH Taherkhani, Q Mei, F Han - Geo-Congress 2023, 2023‏ - ascelibrary.org
The load response of large-diameter monopiles is highly nonlinear and site-dependent. The
design of laterally loaded piles has traditionally relied on the py method, which was …

Nonlinear investigation of laterally loaded piles in layered sand with a modified conical strain wedge model

X Zhang, Z Hu, L Mu, W Tian, Y Zhang, P Huang - Ocean Engineering, 2023‏ - Elsevier
This paper describes a modified conical strain wedge model for the nonlinear analysis of
laterally loaded piles in layered sand. The modified conical strain wedge model can not only …

Advances in the solution of geotechnical boundary-value problems

R Salgado, V Bisht - Computers and Geotechnics, 2021‏ - Elsevier
Seminal work done at the University of Newcastle on constitutive model integration, limit
analysis, finite element analysis, and large deformation analyses have been instrumental in …

Dynamic response and pile-soil interaction of a heavy-haul railway embankment slope reinforced by micro-piles

J Dong, ZH Wu, X Li, HY Chen - Computers and Geotechnics, 2018‏ - Elsevier
We investigated the dynamic characteristics and pile-soil interaction of a heavy-haul
embankment reinforced by micro-piles. First, the vibration of a heavy-haul railway under a …