A state-of-the-art review and numerical study of reinforced expansive soil with granular anchor piles and helical piles

A Alnmr, RP Ray, R Alsirawan - Sustainability, 2023 - mdpi.com
Expansive soils exist in many countries worldwide, and their characteristics make them
exceedingly difficult to engineer. Due to its significant swelling and shrinkage characteristics …

Innovations in Offshore Wind: Reviewing Current Status and Future Prospects with a Parametric Analysis of Helical Pile Performance for Anchoring Mooring Lines

A Alnmr, M Mayassah - Journal of Marine Science and Engineering, 2024 - mdpi.com
This study examines the current status and future potential of the offshore wind sector.
Offshore wind is pivotal in transitioning to a low-carbon society and meeting rising energy …

Comparative analysis of helical piles and granular anchor piles for foundation stabilization in expansive soil: a 3D numerical study

A Alnmr, RP Ray, R Alsirawan - Sustainability, 2023 - mdpi.com
This study investigates the performance of granular anchor piles and helical piles in
expansive soils. Expansive soils pose challenges for engineering due to their significant …

Numerical simulation of replacement method to improve unsaturated expansive soil

A Alnmr, R Ray - Pollack Periodica, 2023 - akjournals.com
In this paper, a parametric study is done with various removal and replacement materials to
study the effectiveness of the removal and replacement method on the wetting depth in the …

Parametric Investigation of Interaction between Soil-Surface Structure and Twin Tunnel Excavation: A Comprehensive 2D Numerical Study

A Alnmr, A Sheble, R Ray, H Ahmad - Infrastructures, 2023 - mdpi.com
The growing demand for transportation tunnels in densely populated urban areas has led to
the widespread adoption of twin tunnel configurations in contemporary infrastructure …

Impact of soil composition on maximum depth of wetting in expansive soils

A Alnmr - Pollack Periodica, 2024 - akjournals.com
Expansive unsaturated soils present challenges in construction due to their moisture-
induced behavior. This study proposes empirical equations to estimate the maximum wetting …