Influence of overburden pressure and soil rigidity on uplift behavior of square plate anchor in uniform clay
COMPUTERS AND GEOTECHNICS
Saved in:
Main Authors: | Chen, Zongrui, Tho, Kee Kiat, Leung, Chun Fai, Chow, Yean Khow |
---|---|
Other Authors: | CIVIL AND ENVIRONMENTAL ENGINEERING |
Format: | Article |
Language: | English |
Published: |
ELSEVIER SCI LTD
2021
|
Subjects: | |
Online Access: | https://scholarbank.nus.edu.sg/handle/10635/210996 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | National University of Singapore |
Language: | English |
Similar Items
-
Influence of overburden pressure and soil rigidity on uplift behavior of square plate anchor in uniform clay
by: Chen, Z., et al.
Published: (2014) -
Pullout behaviour of plate anchor in clay with linearly increasing strength
by: Tho, Kee Kiat, et al.
Published: (2021) -
THE INFLUENCE OF FOUNDATION GEOMETRY ON THE UPLIFT BEHAVIOR OF PILES WITH ENLARGED BASES
by: DICKIN, EA, et al.
Published: (2021) -
Pullout behaviour of plate anchor in clay with linearly increasing strength
by: Tho, K.K., et al.
Published: (2014) -
Eulerian finite element simulation of spudcan-pile interaction
by: Tho, Kee Kiat, et al.
Published: (2021)