ELPLA, Piled-Raft Foundation Design and Analysis
ELPLA (ELASTIC PLATE) is a powerful tool for analyzing piled-raft foundations. ELPLA has models for analyzing single pile, pile groups, piled raft foundation. ELPLA can analyze foundation of arbitrary shape with a real subsoil model. The mathematical solution of the raft is based on the finite element method. The program can analyze different types of subsoil models, e.g. the three-dimensional Continuum model that considers any number of irregular layers. A good advantage of this program is the capability to handle the three analyses of flexible, elastic and rigid foundations. In addition, the mesh of the rigid and flexible foundations can be constructed to be analogous to the finite element mesh of the elastic foundation. Therefore, the three analyses can be compared easily and correctly. ELPLA can also be used to represent the effect of external loads, neighbouring foundations, tunnelling and the influence of the temperature difference on the raft.
Get ELPLA free Edition
ELPLA 11.4 is the recent edition of our ELPLA software. Now you can download a free version of ELPLA, Piled-Raft Foundation Design Software from https://geotecsoftware.com/downloads/category/32-geotec-office-11
You can also try all the features of ELPLA Professional for 30 days when you download the Lite edition from https://geotecsoftware.com/buy/product/geotec-office-11-4-lite
Once you proceed with adding the Free software to the purchasing cart and proceed to checkout, register your information and you will receive the activation key in the confirmation email.
Also, you can buy the software online from https://geotecsoftware.com/buy
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ELPLA Editions
- 300 Nodes
- icon Analysis of system of multiple foundations
- icon 1-Linear Contact Pressure
- icon 2- Constant Modulus of Subgrade Reaction
- icon 3- Variable Modulus of Subgrade Reaction
- icon 4- Modification of Modulus of Subgrade Reaction by Iteration
- icon 5- Isotropic Elastic Half Space
- icon 6- Modulus of Compressibility (Iteration)
- icon 7- Modulus of Compressibility (Elimination)
- icon 8- Rigid Slab
- icon 9- Flexible foundation
- icon Symmetrical system about x-axis
- icon Symmetrical system about y-axis
- icon Double-symmetrical system
- icon Anti-symmetrical system in x-axis
- icon Influence of temperature change
- icon Influence of additional settlements
- icon Influence of external foundation
- Unlimited No.of Nodes
- icon Analysis of system of multiple foundations
- icon 1-Linear Contact Pressure
- icon 2- Constant Modulus of Subgrade Reaction
- icon 3- Variable Modulus of Subgrade Reaction
- icon 4- Modification of Modulus of Subgrade Reaction by Iteration
- icon 5- Isotropic Elastic Half Space
- icon 6- Modulus of Compressibility (Iteration)
- icon 7- Modulus of Compressibility (Elimination)
- icon 8- Rigid Slab
- icon 9- Flexible foundation
- icon Symmetrical system about x-axis
- icon Symmetrical system about y-axis
- icon Double-symmetrical system
- icon Anti-symmetrical system in x-axis
- icon Influence of temperature change
- icon Influence of additional settlements
- icon Influence of external foundation
- Unlimited No.of Nodes
- icon Analysis of system of multiple foundations
- icon 1-Linear Contact Pressure
- icon 2- Constant Modulus of Subgrade Reaction
- icon 3- Variable Modulus of Subgrade Reaction
- icon 4- Modification of Modulus of Subgrade Reaction by Iteration
- icon 5- Isotropic Elastic Half Space
- icon 6- Modulus of Compressibility (Iteration)
- icon 7- Modulus of Compressibility (Elimination)
- icon 8- Rigid Slab
- icon 9- Flexible foundation
- icon Symmetrical system about x-axis
- icon Symmetrical system about y-axis
- icon Double-symmetrical system
- icon Anti-symmetrical system in x-axis
- icon Influence of temperature change
- icon Influence of additional settlements
- icon Influence of external foundation