Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

WHARVES UNDER LATERAL LOADS

Status
Not open for further replies.
ANSIF

ANSIF

Geotechnical
Joined
Jun 20, 2001
Messages
42
Location
MX
Dear Colleagues. There is some recommendation about the lateral maximum deflexion that can be acceptable in the design of wharves and floating piers, when they are subject to an horizontal load?

Thank you for your comments
 
Status
Not open for further replies.

Similar threads

pelelo
  • Question Question
Lateral stiffness being requested by Structural engineers
Replies
4
Views
9K
HTURKAK
HTURKAK
jochav52802
  • Question Question
Pile-to-Pile Cap Lateral Shear Breakout Calculation
Replies
3
Views
661
HTURKAK
HTURKAK
NBRY1
  • Locked
  • Question Question
One-Third Increase in Lateral Resistance for Footing (Sliding Only)
Replies
1
Views
2K
HTURKAK
HTURKAK
jeabramian
  • Locked
  • Question Question
Bearing capacity of soils under seawalls
Replies
4
Views
828
Smoulder
Smoulder
mole20
  • Locked
  • Question Question
Secant Pile Structure to Resist Lateral Load
Replies
5
Views
811
PEinc
PEinc

Part and Inventory Search

Sponsor

Back
Top