Bond–Slip Behavior of Concrete Pile–Cemented Soil Interface Considering Thermal–Temporal Effect: Experimental Study and Constitutive Modeling Based on Disturbed State Concept

Author:

Cai Huan1,Chen Changfu2ORCID,Zhang Jiarui3,Li Wei1

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Building Safety and Energy Efficiency of the Ministry of Education, Hunan Univ., Changsha 410082, PR China; College of Civil Engineering, Hunan Univ., Changsha 410082, PR China.

2. Professor, Key Laboratory of Building Safety and Energy Efficiency of the Ministry of Education, Hunan Univ., Changsha 410082, PR China; College of Civil Engineering, Hunan Univ., Changsha 410082, PR China (corresponding author). ORCID: .

3. Master’s Candidate, Key Laboratory of Building Safety and Energy Efficiency of the Ministry of Education, Hunan Univ., Changsha 410082, PR China; College of Civil Engineering, Hunan Univ., Changsha 410082, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Reference88 articles.

1. Softening behavior and volumetric deformation of rocks;Abyaneh M. J.;Int. J. Geomech.,2018

2. Application of the DSC model for nonlinear analysis of reinforced concrete frames

3. ASTM 2017. Standard test methods for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-17. West Conshohocken, PA: ASTM.

4. ASTM 2012. Standard test method for direct shear test for soils under consolidated drained conditions. ASTM D3080/D3080M-11. West Conshohocken, PA: ASTM.

5. Analysis of pile foundations using natural element method with disturbed state concept;Baghini E. G.;Comput. Geotech,2018

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