Language
New   -  Workshop, Analysis of raft and piled raft by the program ELPLA At the university Siegen in Germany on Wednesday 11 November 2009 New   -  New Tutorial Examples    - GEOTEC Office 9.2 Service Pack 1.0        
  Search    Home Downloads What's new Feedback Contact us
GEOTEC Office
 

  ELPLA
  - Description
  - Calculation methods
  - Boundary conditions
  - Geometry and Loads
  - Piles
  - Soil
  - Design of the slab
  - Graphical drawing
  - Drawing sections
  - Tabulating data and results
  - Typical applications
  - New features
  - Tutorial
  - Verification Examples
  - Practical Examples
  - Reinforced Concrete Design Examples
 

  BOHR
 

  TIEF
 

  GeoTools
 

  Self-Adaptive Mesh Wizard
  

   GEOTEC-Editor

- ELPLA> Verification Examples>

Example 19: Iteration methods

Example 19: Iteration methods

Description of the problem

One of the difficulties to apply the Continuum model to practical problems is that the long computation time. Therefore, a comparison for time and accuracy required for analysis the raft by the Continuum model is carried out by the following calculation methods:

- Modification of modulus of subgrade reaction by iteration after Ahrens/ Winselmann (1984)

 (Winkle's model/ Continuum model)

- Modulus of compressibility method for elastic raft on layered soil medium after El Gendy (1998)

(Solving system of linear equations by iteration)

(Layered soil medium - Continuum model)

- Modulus of compressibility method for elastic raft on layered soil medium

(Solving system of linear equations by elimination)

(Layered soil medium - Continuum model)

To evaluate the iterative procedures used in ELPLA, consider the raft shown in Figure 30. The raft has a dimension of 10 [m] * 20 [m] and 0.6 [m] thickness.


GEOTEC Software   Feedback   Contact us    

Copyright © GEOTEC Software All rights reserved.

Privacy policy