Earthquake Loading of a Pile-Supported Wharf

Programvara

Version Notes:
FLAC 8.0

Level: Advanced
Runs in Demo: No

Write Up
Walk Through
Project Files
Konsulttjänster

A seismic hazard concern in the design of pile-supported wharves at port waterfronts is the structural stability of the wharf if earthquake induced liquefaction occurs in the soils supporting the piles. Calculations can be made with FLAC for both the deformation of the liquefiable soils and the displacements and loading of the wharf structure that are induced by the earthquake motion.

Keywords:

  • Liquefaction
  • Seicmicity
  • Dynamic Analysis
  • Fluid-flow coupling
  • Structural Elements
  • Dynamic wizard
  • Large strain
  • Automatic rezoning
  • Mohr-Coulomb model
  • Finn-Byrne model

Materials:

  • Clay
  • Soil
  • Water

Analyses:

  • Dynamic
  • Fluid Flow
Senaste nytt
  • Från arkitektdröm till bergmekanik – Adina Sköld stärker ITASCA i Luleå Hon sa aldrig Luleå. Aldrig jord och berg. Det var arkitekt hon skulle bli. I...
    Läs mer
  • Operativ bergmekanik På ITASCA gillar vi en blandning av fältjobb och analyser. Vi erbjuder stöd inom operativ...
    Läs mer
  • Jennifer firar fem år med strategisk roll ...
    Läs mer

Kommande händelser
11 aug.
ITASCA Joins Caving 2026 as a Main Sponsor
We are pleased to announce that ITASCA will be participating as a Main Sponsor in Caving 2026, the leading international conference ded... Läs mer
15 sep.
ITASCA at EUROCK 2026: Advancing Innovation in Rock Engineering
ITASCA is pleased to announce its participation in EUROCK 2026 – ISRM Regional Symposium, taking place from 15–19 September 2026 in Sko... Läs mer
20 sep.
ITASCA to Participate in CouFrac 2026
ITASCA will be participating in CouFrac 2026, taking place from 20–23 September 2026 in Uppsala, Sweden. The conference brings together... Läs mer