Results 41 to 50 of about 4,033 (152)
Serviceability performance of piled raft foundations under vertical loads in clayey and sandy soils
Soils and FoundationsThis study investigated the serviceability performance of piled raft foundations (or combined pile-raft foundations, CPRF) in various soils using three-dimensional (3D) finite element analysis.
Der-Wen Chang +4 more
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Effect of Embedded Length on Laterally Loaded Capacity of Pile Foundation
, 2019 In the analysis of soil-pile interaction under lateral load, the effect of the embedded length of a pile is an important parameter which has a significant influence on its lateral load capacity.
Rizgar Hummadi (6952985) +2 more
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Feedback Analyses of Pipeline Embedment Over As-Laid Survey Results
, 2010 The as-laid embedment is a key parameter in the design of non-buried rigid pipelines. Large discrepancies are observed, for example in the number and length of predicted free spans, or in the global response to thermo-mechanical expansion, when this ...
Joa˜o Gouveia +2 more
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Advances in Materials Science and Engineering, 2016 The seismic design of bridges may require a large-diameter deep pile foundation such as a cast-in-steel-shell (CISS) pile where a reinforced concrete (RC) member is cast in a steel casing. In practice, the steel casing is not considered in the structural
Jiho Moon +4 more
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Effect of Stress Level of Surrounding Soil on Bored Pile Capacity in Sand [PDF]
Engineering and Technology Journal, 2013 This study deals with assessing the effect of stress level on bearing capacity factor , distribution of shear stresses at soil-pile interface along pile shaft, and presence of critical depth concept for bored piles axially loaded in compression and ...
Kais T. Shlash +2 more
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International Journal of Concrete Structures and MaterialsThis paper examines a novel construction method utilizing Precast Prestressed Concrete Piles (PCP) filled with concrete cast-in-place, working as one complete column to evaluate their structural performance under varying levels of eccentricity, with the ...
Emmanuel Montero-Carvajal +3 more
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Experimental Modeling and Laboratory Measurements of Drag Embedment Anchors Subjected to In-Plane and Out-Of-Plane Loading [PDF]
, 2011 Extreme hurricane events of the past decade are responsible for several drag embedment anchor (DEA) mooring failures of mobile offshore drilling platforms stationed within the Gulf of Mexico. A proposed failure mechanism is caused by out-of-plane loading.
Drake, Aaron C.
core
Bond behaviour of GFRP reinforcement in alkali activated cement concrete
, 2017 Bond plays a key role in the performance of reinforced concrete structures. Glass fiber reinforced polymer (GFRP) reinforcing bar and alkali activated cement (AAC) concrete are promising alternative construction materials for steel bars and Ordinary ...
Khennane, A ; https://orcid.org/ +2 more
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Effect of Different Bar Embedment Length on Bond-Slip in Plain and Fiber Reinforced Concrete
, 2001 This research aims to study the behaviour of the concrete-steel bond using numerical models, taking into account the effect of the different bar embedment length. Both plain and fiber reinforced concrete (FRC) are modeled.
Jankovic, D. +5 more
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Bond-slip behavior and embedment length of reinforcement in high volume fly ash concrete
, 2015 To investigate bond-slip behavior of reinforcement in high volume fly ash concrete (HVFAC), 189 pull-out specimens are studied under monotonic static load in this paper. The main research variables involve the volume of fly ash, the type and diameter of
Yang, Junmin, Zhao, Jun, Cai, Gaochuang
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