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 …
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
Soil arching exists in many geotechnical applications, including tunnels, buried pipes, and
geosynthetic-reinforced pile-supported (GRPS) embankments. Soil arching has been mostly …
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 …
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
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 …
of their service lives. Excavation and replacement of these buried structures cause …
Responses of laterally loaded single piles within mechanically stabilized earth walls
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 …
(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 …
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 …
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 …
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 …
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