Progressive development of two-dimensional soil arching with displacement

J Han, F Wang, M Al-Naddaf, C Xu - International Journal of …, 2017 - ascelibrary.org
Soil arching is a phenomenon describing stress redistribution due to relative movement
between adjoining portions. It commonly exists when soil interacts with structure elements …

Spring-based trapdoor tests investigating soil arching stability in embankment fill under localized surface loading

M Al-Naddaf, J Han - Journal of Geotechnical and …, 2021 - ascelibrary.org
Pile-supported (PS) embankments have been used increasingly to support highways and
railways on soft subsoils. In addition to the self-weight of the embankment, this embankment …

Effect of geofoam on vertical stress distribution on buried structures subjected to static and cyclic footing loads

M Al-Naddaf, J Han, C Xu… - Journal of Pipeline …, 2019 - ascelibrary.org
Buried structures, such as pipes and culverts, are extensively used for transportation
applications. The existence of these structures within the soil mass causes a redistribution of …

Evaluation of soil arching effect due to partially mobilized shear stress in piled and geosynthetic-reinforced embankment

W Lv, T Wu, F Gu, L Gao - Journal of Central South University, 2020 - Springer
In piled and geosynthetic-reinforced (PGR) embankment, the arching behavior determines
the overburden load on piles and subsoils. Placement of geosynthetic is effective in …

Behavior of Narrow Mechanically Stabilized Earth Walls with Secondary Reinforcement

AAA Reyna - 2022 - search.proquest.com
Abstract Mechanically Stabilized Earth (MSE) walls have been used in past decades as an
alternative, cost-effective, and performance solution to replace conventional retaining walls …

Behavior of Narrow Mechanically Stabilized Earth Walls with Secondary Reinforcement

AA Alvarez Reyna - 2022 - scholarworks.utrgv.edu
Abstract Mechanically Stabilized Earth (MSE) walls have been used in past decades as an
alternative, cost-effective, and performance solution to replace conventional retaining walls …

[ЦИТИРОВАНИЕ][C] Investigation of soil arching stability under static and cyclic surface loading using trapdoor model tests

MAM Al-Naddaf - 2017 - University of Kansas

[ЦИТИРОВАНИЕ][C] Investigation of soil arching under different modes of soil movement and surface loading

MAM Al-Naddaf - 2019 - University of Kansas