Finite element analysis of anchored sheet-pile wall
For anchored sheet pile walls, the classical method of determining depth of penetration can be done using limit equilibrium. It uses log-spiral graphs to determine the appropriate KAH and KPH values with δ=0.66φ. These values are used for the horizontal pressures, which in turn allow horizontal forc...
Saved in:
Main Author: | Wong, Kum Fai. |
---|---|
Other Authors: | Goh Teck Chee, Anthony |
Format: | Final Year Project |
Language: | English |
Published: |
2009
|
Subjects: | |
Online Access: | http://hdl.handle.net/10356/15883 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Finite element analysis of piled raft
by: Yeo, Isabella Ching Yee.
Published: (2011) -
Design of a single propped sheet pile walls
by: Wee, Joel Liang Shen.
Published: (2010) -
Finite element analysis of a cantilever retaining wall : deflection and lateral earth pressure
by: Lay, Abigail Yan Jun
Published: (2017) -
Reduction of downdrag on bored piles using plastic sheets
by: Chow, Shiao Huey.
Published: (2008) -
Parametric study on bored pile retaining wall with rear relieving slab
by: Wong, Ken Wei.
Published: (2008)