Experimental Study of Compression Behavior of Indian Black Cotton Soil in Oedometer Condition

Author(s):  
Moirangthem Johnson Singh ◽  
Feng Weiqiang ◽  
Xu Dong-Sheng ◽  
Lalit Borana
2021 ◽  
Vol 258 ◽  
pp. 113302
Author(s):  
Pu Zhang ◽  
Bowen Chen ◽  
Ye Liu ◽  
Yazheng Tu ◽  
Danying Gao ◽  
...  

Author(s):  
Jian Xu ◽  
Liyang Zhou ◽  
Yanfeng Li ◽  
Jiulong Ding ◽  
Songhe Wang ◽  
...  

2021 ◽  
pp. 547-558
Author(s):  
Prathmesh Solapure ◽  
Manasi Shinde ◽  
Shubhali Shete ◽  
Saurav Bachhav ◽  
Shailendra Banne

2019 ◽  
Vol 41 ◽  
pp. 460-467
Author(s):  
M. Casafont ◽  
J.M. Pons ◽  
J. Bonada ◽  
M.M. Pastor ◽  
F. Marimon ◽  
...  

2020 ◽  
Vol 2020 ◽  
pp. 1-11 ◽  
Author(s):  
Hongyao Liu ◽  
Min Lei ◽  
Bowang Chen

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.


Sign in / Sign up

Export Citation Format

Share Document