Results 71 to 80 of about 4,033 (152)
Numerical Simulation of Layered Compressible Soils’ Creep Deformation Under Monopile Foundation
Advances in Civil EngineeringCreep deformation, a key issue in foundation stability, is a long-term soil deformation that can cause significant damage and catastrophic failure to various structures.
Defaru Katise Dasho +3 more
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Tension development length of large-diameter bars for severe cyclic loading
, 2015 Publisher Copyright: © 2015, American Concrete.This paper presents a study on the tension development length of large-diameter reinforcing bars embedded in well-confined concrete. Pull-push tests were conducted on No.
Murcia-Delso, Juan +2 more
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Development Length of GFRP Reinforcement in Concrete Bridge Decks
, 2000 This report summarizes an experimental program that investigated the developement length and variability in bond of glass-fiber-reinforced-polymer (GFRP) reinforcement in concrete.
Hanus, Joe +2 more
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Applied SciencesFully grouted rock bolts play a vital role in stabilising underground excavations, particularly in corrosive environments where material properties, geometric configuration, and installation conditions influence their load transfer performance.
Shima Entezam +8 more
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Development Length for Headed Bars in Slab-Column Joints of RC Slab Bridges
016497022015Final ReportPDFTech ReportCA15-2560;UCSD/SSRP-15/1065A0498Bridge anchoragesBridge decksBridge designEarthquake resistant designFinite element methodLoad testsPiles (Supports)Reinforced concrete bridgesStructural connectionAnchoragesHeaded ...
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Hydraulic fracturing involving proppant injection is currently the most effective technology to stimulate tight, unconventional reservoirs. The conductivity offered by the created propped and unpropped fracture segments is directly linked to the well ...
Xiaodong Jia +7 more
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Effect of Embedment on the Vertical Bearing Capacity of Bucket Foundations in Clay
, 2011 To evaluate the undrained behaviour of bucket foundations installed on Yoldia clay, 100 tests on bucket foundations subject to vertical and moment loadings were conducted at Aalborg university geotechnical centre.
Ibsen, Lars Bo, Barari, Amin
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, 2013 Encouraged by the performance of high performance normal weight composite girders, the Virginia Department of Transportation has sought to exploit the use of high performance lightweight composite concrete (HPLWC) girders to achieve economies brought ...
Cousins, Thomas E., Nassar, Adil
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Study on the adhesion performance of basalt fiber and polypropylene fiber based on unified phase-field theory and cohesive zone model. [PDF]
PLoS OneWen Z, Simeng W, Huiming W, Guanghui C.
europepmc +1 more source
Investigation of transfer length, development length, flexural strength, and prestress losses in lightweight prestressed concrete girders. [PDF]
Encouraged by the performance of high performance normal weight composite girders, the Virginia Department of Transportation has sought to exploit the use of high performance lightweight composite concrete (HPLWC) girders to achieve economies brought ...
Nassar, Adil J +4 more
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