Experimental study of the behaviors of stabilized soil confined by polyvinyl chloride pipe
Authors:
- 1 December 2019
- journal article
- research article
- Published by Elsevier in Construction and Building Materials
- Vol. 227
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51578033)
This publication has 20 references indexed in Scilit:
- Bearing capacity of stabilized soil with expansive component confined by polyvinyl chloride pipeConstruction and Building Materials, 2018
- Long-term durability testing on the MgO-activated slag cured in brineConstruction and Building Materials, 2017
- FRP-confined concrete in circular sections: Review and assessment of stress–strain modelsEngineering Structures, 2013
- Bond Enhancement for FRP Pile Repair in Tidal WatersJournal of Composites for Construction, 2008
- Factors influencing chloride transport in concrete structures exposed to marine environmentsCement and Concrete Composites, 2008
- Analysis-oriented stress–strain models for FRP–confined concreteEngineering Structures, 2007
- Confinement Model of Concrete with Externally Bonded FRP Jackets or Posttensioned FRP ShellsJournal of Structural Engineering, 2007
- Stress–Strain Behavior of Large-Scale Circular Columns Confined with FRP CompositesJournal of Structural Engineering, 2006
- Low strength concrete members externally confined with FRP sheetsSTRUCTURAL ENGINEERING AND MECHANICS, 2004
- In-situ performance of CPF concrete in a coastal environmentCement and Concrete Research, 2002