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GEOTEC Office is a software for geotechnical and design engineering. It can be used for the following problems and applications:
- Analysis and design of slab foundations, (raft foundations or mat foundations)
- Analysis of piles, pile walls, pile groups and piled raft foundations.
- Analysis of different problems in geotechnical engineering.
- Drawing borehole logging of soil layers.
- Reinforced Concrete Design Examples
- GEOTEC Office Programs and Tools
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The package contains the following programs and tools:
| Program | Description |
| ELPLA | Analyzing footings, rafts, piled rafts, pile groups and foundation groups. ELPLA considers different soil models, especially the three dimensional continuum model that takes into account any number of irregular layers. The program is able to handle the three solutions of flexible, elastic and rigid foundations. ELPLA can also be used to represent the effect of external loads, neighboring foundations, tunneling and the influence of temperature change on the raft. |
| BOHR | Drawing borehole logging of soil layers by different symbols according to the German specification code DIN 4023. |
| TIEF | Analyzing single piles, pile walls, simple problems of pile groups and rigid piled rafts. |
| GeoTools | Analyzing different problems in geotechnical engineering. |
| Self-Adaptive Mesh Wizard | Generating finite element mesh with better element/ node distributions. |
| GEOTEC-Text | A simple word processing program for editing GEOTEC Office output. |
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Beside the following tutorial and verification examples, ELPLA solves
- Soil-structure interaction problems.
- Analysis and design of rafts.
- Analysis of rigid rafts.
- Analysis of flexible foundations.
- Analysis and design of floor slabs.
- Determining the consolidation settlements.
- Analysis and design of pile caps.
- Determining forces on piles due to structure loads.
- Settlement calculation of surface foundations.
- Determining the settlement due to surcharge fills or surcharge concentrated
loads.
- Determining the surface settlement around rafts.
- Determining the constant or variable modulus of subgrade reaction.
- Effect of external loads or neighboring foundations.
- Effect of temperature difference.
- Effect of tunnelling.
- Analysis of system of flexible, elastic or rigid foundations.
- Analysis of beams or grids by FE method.
- Simulation of excavations and construction of embankments.
- Determining the ultimate bearing capacity of the soil.
- Determining the limit depth.
- Eliminating negative contact pressure.
- Design of slabs according to ACI, EC 2, DIN 1045 and ECP codes.
- Determining the stress in soil.
More
information...
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Example 1: Analysis of an irregular shaped raft on irregular subsoil
Example 2: Analysis of a floor slab
Example 3: Analysis of system of two circular rafts
Example 4: Analysis of a grid
Example 5: Plane Stress Analysis of a Wrench
Example 6: Analysis of Two-dimensional Truss
Example 7: Analysis of plane frame
Example 8: Analysis of a beam
More information...
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Example 1: Stress on soil under a rectangular loaded area
Example 2: Stress on soil under a circular loaded area
Example 3: Immediate settlement under a loaded area on Isotropic elastic-half
space medium
Example 4: Immediate settlement under a rectangular loaded area on layered
subsoil
Example 5: Immediate settlement under a circular tank on layered subsoil
Example 6: Consolidation settlement under a rectangular raft
Example 7: Consolidation settlement under a circular footing
Example 8: Rigid square raft on Isotropic elastic-half space medium
Example 9: Rigid circular raft on Isotropic elastic-half space medium
Example 10: Flexible foundation and rigid raft on layered subsoil
Example 11: Ultimate bearing capacity for a footing on layered subsoil
Example 12: Simple assumption model for irregular raft
Example 13: Main modulus of subgrade reaction ksm
Example 14: Beam foundation on elastic springs
Example 15: Grid foundation on elastic springs
Example 16: Elastic square raft on Isotropic elastic half-space soil medium
Example 17: Winkler's model and Isotropic elastic half-space soil medium
Example 18: Simply supported slab
Example 19: Iteration methods
Example 20: Influence of overburden pressure
Example 21: Influence of load geometry
Example 22: Settlement calculation under flexible foundation of an ore heap
Example 23: Settlement calculation for a rigid raft subjected to an eccentric
load
Example 24: Deflection of a thin cantilever beam
Example 25: Forces in piles of a pile group
Example 26: Analysis of a continuous beam
Example 27: Moment in an unsymmetrical closed frame
Example 28: Analysis of a plane truss
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Example (2.1): A square raft on irregular subsoil
Example (2.2): An irregular raft on irregular subsoil
Example (2.3): System of footings on irregular subsoil
Example (3.1): Settlements outside the foundation
Example (3.2): Influence of a new neighboring building on an old one
Example (3.3): Influence of ground lowering due to a tunnel on a building
Example (4.1): Interaction of two circular rafts
Example (4.2): Settlement behavior of four containers
Example (4.3): interaction of two rafts considering two additional footings
Example (4.4): interaction of two square rafts constructed side by side
Example (4.5): Analysis of a swimming pool
Example (5.1): Rigidity of simple square raft
Example (5.2): Rigidity of irregular raft on irregular subsoil
Example (5.3): Effect of girders on the raft rigidity
Example (5.4): Comparison between raft and grid foundations
Example (6.1): Analysis of a raft for a high rise building
Example (6.2): Verification of the iterative procedure
Example (6.3): Analysis of structure on nonlinear soil medium
Example (7.1): Verification of nonlinear analysis for Winkler's model
Example (7.2): Rectangular foundation subjected to eccentric loading
Example (7.3): Circular foundation subjected to eccentric loading
Example (7.4): Elastoplastic analysis of a raft resting on Continuum medium
More information...
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Example 1: Design of a square footing for different codes
Example 2: Design of a square raft for different soil models and codes
Example 3: Design of a raft of high rise building for different soil models and
codes
Example 4: Design of a circular raft for a cylindrical core
Example 5: Comparison between flat and ribbed rafts
Example 6: Design of trapezoidal footing
Example 7: Design of a group of footings with and without tie beams
More information...
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Program authors: M. Kany, M. El Gendy and A.
El Gendy
Copyright © GEOTEC Software All rights reserved.