Finite-Element Analysis of the Lateral Load Response of Monopiles in Layered Sand

Author:

Hu Qian1,Han Fei2ORCID,Prezzi Monica3,Salgado Rodrigo3,Zhao Minghua4

Affiliation:

1. College of Civil Engineering, Hunan Univ., Changsha 410082, China; Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of New Hampshire, Durham, NH 03824; Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907 (corresponding author). ORCID: .

3. Professor, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference40 articles.

1. ABAQUS. 2014. Abaqus analysis user’s manual: ABAQUS 6.14-4. Johnston, RI: SIMULIA.

2. Achmus M. K. Abdel-Rahman and P. Peralta. 2005. “On the design of monopile foundations with respect to static and quasi-static cyclic loading.” In Proc. Offshore Wind Energy Conf. Houston: Offshore Technology Conference.

3. Numerical Analysis of Large-Diameter Monopiles in Dense Sand Supporting Offshore Wind Turbines

4. Case History Evaluation of Laterally Loaded Piles

5. API (American Petroleum Institute). 2014. API recommended practice 2A-WSD. Washington, DC: API.

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