A Generalized Load-Transfer Modeling Framework for Tensioned Anchors Integrating Adhesion–Friction-Based Interface Model

Author:

Chen Changfu1,Zhu Shimin2ORCID,Zhang Genbao3ORCID,Morsy Amr M.4,Zornberg Jorge G.5ORCID,Mao Fengshan6

Affiliation:

1. Professor, College of Civil Engineering, Hunan Univ., Changsha, Hunan Province 410082, China.

2. Ph.D. Student, College of Civil Engineering, Hunan Univ., Changsha, Hunan Province 410082, China. ORCID: .

3. Assistant Professor, College of Civil Engineering, Hunan City Univ., Yiyang, Hunan Province 413000, China (corresponding author). ORCID: .

4. Research Associate, School of Architecture, Building and Civil Engineering, Loughborough Univ., Leicestershire LE11 3TU, UK.

5. Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas, Austin, TX 78712. ORCID: .

6. Ph.D. Student, College of Civil Engineering, Hunan Univ., Changsha, Hunan Province 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference56 articles.

1. ACI (American Concrete Institute). 2003. Bond and development of straight reinforcing bars in tension. ACI 408R-03. Farmington Hills, MI: ACI.

2. Laboratory evaluation of cement-based grouts and grouted rock anchors

3. An analytical model to predict axial load in grouted rock bolt for soft rock tunnelling

4. Axial loading transfer of pile and numerical calculation method of loading-settlement curve;Cao H. Z.;Chin. J. Geotech. Eng.,1986

5. CECS (China Association for Engineering Construction Standardization). 2005. Technical specification for ground anchors. CECS 22. Beijing: China Planning Press.

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