Moment rotation prediction of precast beam to column connections using extreme learning machine

M Safa, V Kachitvichyanukul - … Engineering and Mechanics, An Int'l …, 2019 - dbpia.co.kr
The performance of precast concrete structures is greatly influenced by the behaviour of
beam-to-column connections. A single connection may be required to transfer several loads …

Experimental investigation of soil arching mobilization and degradation under localized surface loading

M Al-Naddaf, J Han, C Xu, S Jawad… - Journal of Geotechnical …, 2019 - ascelibrary.org
Soil arching exists in many geotechnical applications, including tunnels, buried pipes, and
geosynthetic-reinforced pile-supported (GRPS) embankments. Soil arching has been mostly …

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 …

Field evaluation of performance of corroded corrugated steel pipe before and after sliplining rehabilitation

SM Rahmaninezhad, J Han, M Al-Naddaf… - … and Underground Space …, 2020 - Elsevier
Corrugated steel pipes installed under roadways several decades ago are reaching the end
of their service lives. Excavation and replacement of these buried structures cause …

Responses of laterally loaded single piles within mechanically stabilized earth walls

S Jawad, J Han, M Al-Naddaf… - Journal of Geotechnical …, 2020 - ascelibrary.org
To investigate the behavior of laterally loaded piles within mechanically stabilized earth
(MSE) walls, reduced-scale physical model tests of single piles within the MSE walls were …

Stress distributions and pullout responses of extensible and inextensible reinforcement in soil using different normal loading methods

SM Rahmaninezhad, J Han… - Geotechnical …, 2019 - asmedigitalcollection.asme.org
In design of reinforced soil structures, pullout capacity of reinforcement in an anchorage
zone is an important parameter for stability analysis. This parameter is generally quantified …

Eccentrical behavior of square and circular footings resting on geogrid-reinforced sand

E Badakhshan, A Noorzad, S Zameni - International Journal of …, 2020 - Taylor & Francis
A simple approach to describe the centrically and eccentrically ultimate bearing capacity of
circular and square footings resting on geogrid-reinforced sand is developed in this paper …

[PDF][PDF] Laboratory evaluation of deformations of geosynthetic-reinforced retaining walls subjected to footing loading

J Kakrasul, J Han… - Proceedings of the 11th …, 2018 - researchgate.net
Geosynthetic-reinforced retaining (GRR) walls have been increasingly used to support
footings worldwide. Lateral displacements of wall facing and settlement of a footing on the …

A simplified method for prediction of ultimate bearing capacity of eccentrically loaded foundation on geogrid reinforced sand bed

E Badakhshan, A Noorzad - International Journal of Geosynthetics and …, 2017 - Springer
This study aimed to develop reduction factors for eccentrical ultimate bearing capacity of
circular and square footings resting on geogrid-reinforced sand. The process has been …

[引用][C] Geosynthetic-reinforced retaining walls with flexible facing subjected to footing loading

SMM Rahmaninezhad - 2019 - University of Kansas