Experimental shear test of deep PHC piles reinforced by infilled concrete and shear rings-Reference-Cited by-同舟云学术

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Experimental shear test of deep PHC piles reinforced by infilled concrete and shear rings

Published:2022-04 Issue: Volume:46 Page:103812
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Han Sun-Jin,Lee Jungmin,Kim Jae-Hyun,Kim Min-Seok,Kim Kang Su,Oh Young-Hun^ORCID

Funder

Kementerian Pendidikan Malaysia

National Research Foundation of Korea

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference31 articles.

1. Flexural and shear performance of prestressed composite slabs with inverted multi-ribs;Han;Appl. Sci.,2019

2. Dual potential capacity model for reinforced concrete beams subjected to shear;Lee;Struct. Concr.,2016

3. Study on flexural bearing capacity calculation method of enclosure pile with partial excision in deep foundation pit;Lei;Adv. Civ. Eng.,2019

4. Study on the flexural performance of prestressed high strength concrete pile;Yang;KSCE J. Civ. Eng.,2018

5. Improved evaluation of equivalent top-down load-displacement curve from a bottom-up pile load test;Kim;J. Geotech. Geoenviron. Eng.,2011

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Flexural Performance of Carbon Fiber-Reinforced Polymer Prestressed Spun High-Strength Concrete Pile;Applied Sciences;2024-08-15

2. Analytical Review of the Current State of Technology, Structure Formation, and Properties of Variatropic Centrifugally Compacted Concrete;Materials;2024-04-19

3. Experimental Study of the Bearing Characteristics of a Novel Energy-Saving and Environmentally Friendly Pile: Drilling with Prestressed Concrete Pipe Cased Piles;International Journal of Geomechanics;2024-04

4. A case study on the shear behavior of pretensioned Spun Precast Concrete (SPC) piles;Case Studies in Construction Materials;2023-12

5. Effect of Solidified Depth on the Vertical Compressive Bearing Characteristics of the Soil Continuously Solidified Pile Group Foundation;Applied Sciences;2023-11-30

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