Axial Compression Behavior of Augered Cast-In-Place (ACIP) Piles in Cohesionless Soils

2005 ◽  
Author(s):  
Fred H. Kulhawy ◽  
Jie-Ru Chen
Keyword(s):  
Axial Compression ◽  
Cohesionless Soils ◽  
Compression Behavior

Experimental study on the axial compression behavior of columns confined by BFRP ties

2021 ◽  
Vol 258 ◽  
pp. 113302
Author(s):  
Pu Zhang ◽  
Bowen Chen ◽  
Ye Liu ◽  
Yazheng Tu ◽  
Danying Gao ◽  
...  
Keyword(s):  
Experimental Study ◽  
Axial Compression ◽  
Compression Behavior

scholarly journals Axial compression behavior of reinforced geopolymer concrete columns with demolished concrete lumps

2017 ◽  
Vol 210 ◽  
pp. 203-210
Author(s):  
Zhi-Jian Zhang ◽  
Hai-Yan Zhang ◽  
Jun-Hong Zheng ◽  
Kai-Hang Lin ◽  
Yi Su
Keyword(s):  
Axial Compression ◽  
Concrete Columns ◽  
Geopolymer Concrete ◽  
Compression Behavior

scholarly journals Experimental Study on Axial Compression Behavior of Masonry Columns’ Strengthening with Bamboo Scrimber Bar Mesh Mortar Layer

2020 ◽  
Vol 2020 ◽  
pp. 1-11 ◽  
Author(s):  
Hongyao Liu ◽  
Min Lei ◽  
Bowang Chen
Keyword(s):  
Experimental Study ◽  
Bearing Capacity ◽  
Axial Compression ◽  
Failure Process ◽  
Engineering Application ◽  
Compression Tests ◽  
Compression Behavior ◽  
Bamboo Scrimber ◽  
Calculation Results ◽  
Strengthening Method

We propose a new method to strengthen structural masonry. To study on the axial compression behavior of masonry columns’ strengthening with a bamboo scrimber bar mesh mortar layer, axial compression tests of twelve masonry columns have been completed: nine strengthened columns and three unstrengthened columns. The failure process, bearing capacity, and failure mode are carried out. The strengthening method of bamboo scrimber bar mesh mortar layer permits the upgrade of the columns’ bearing capacity. The effects of bamboo bar ratio and mortar strengthening ratio on bearing capacity of the reinforced columns are compared. We propose the method for calculating the axial bearing capacity of such a reinforced column. The calculation results agree well with the experimental results, and the research results are available for engineering application.

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