Scaling Considerations for 1-g Model Horizontal Plate Anchor Tests in Sand-Reference-Cited by-同舟云学术

Scaling Considerations for 1-g Model Horizontal Plate Anchor Tests in Sand

Author:

Bradshaw A. S.¹,Giampa J. R.²,Gerkus H.³,Jalilvand S.⁴,Fanning J.⁵,Nanda S.⁶,Gilbert R.⁷,Gavin K.⁸,Sivakumar V.⁹

Affiliation:

1. Univ. of Rhode Island, Kingston, RI 02881 US(Corresponding author), e-mail: abrads@uri.edu

2. Univ. of Rhode Island, Kingston, RI 02881 US, e-mail: giampaj@gmail.com

3. Univ. of Texas at Austin, Austin, TX 78712 US, e-mail: gerkus@utexas.edu

4. Univ. College Dublin, Belfield, Dublin 4, IE, e-mail: soroosh.jalilvand@gmail.com

5. Queen's Univ. Belfast, Belfast BT7 1NN, GB, e-mail: jfanning02@qub.ac.uk

6. Queen's Univ. Belfast, Belfast BT7 1NN, GB, e-mail: s.nanda@qub.ac.uk

7. Univ. of Texas at Austin, Austin, TX 78712 US, e-mail: bob_gilbert@mail.utexas.edu

8. Delft University of Technology, Delft, NL, e-mail: k.g.gavin@tudelft.nl

9. Queen's Univ. Belfast, Belfast BT7 1NN, GB, e-mail: v.sivakumar@qub.ac.uk

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

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