Influence of Embedment on Seismic Pile Group Response: Experimental and Numerical Investigations

Author:

Varghese Ramon1ORCID,Boominathan A.2,Banerjee Subhadeep2,Pakrashi Vikram3ORCID

Affiliation:

1. Post Doctoral Researcher, Dynamical Systems and Risk Laboratory, UCD Centre for Mechanics, School of Mechanical and Materials Engineering, Univ. College Dublin, Belfield D04 V1W8, Dublin 4, Ireland (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India.

3. Associate Professor, UCD Centre for Mechanics, Dynamical Systems and Risk Laboratory, UCD Energy Institute, Science Foundation Ireland MaREI Centre, UCD School of Mechanical and Materials Engineering, Univ. College Dublin, Belfield D04 V1W8, Dublin 4, Ireland. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference93 articles.

1. Importance of Using Accurate Soil Profiles for the Estimation of Pile Kinematic Input Factors

2. ASTM. 2011. Standard test methods for the determination of the modulus and damping properties of soils using the cyclic triaxial apparatus. ASTM D3999. West Conshohocken, PA: ASTM.

3. ASTM. 2016. Standard test method for laboratory miniature vane shear test for saturated fine-grained clayey soil. ASTM D4648. West Conshohocken, PA: ASTM.

4. ASTM. 2017. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487. West Conshohocken, PA: ASTM.

5. ASTM. 2018. Standard test method for determination of eternal loading characteristics of plastic pipe by parallel-plate loading. ASTM D2412-11(2018). West Conshohocken, PA: ASTM.

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