| Program Name: |
GEO5 Piles
| Developer/Owner: |
| Contact name: |
| Contact e-mail: |
| World Wide Web Address: |
| Platform: |
Deep Foundations
| Category: |
| Program description: |
The program is designed to verify vertical bearing capacity of a pile loaded both in tension and
compression, pile settlement as well as bearing capacity of a solitary pile. Verification analysis
can be performed employing EN 1997-1 standard or classical approach (limit states, factor of
safety).
compression, pile settlement as well as bearing capacity of a solitary pile. Verification analysis
can be performed employing EN 1997-1 standard or classical approach (limit states, factor of
safety).
- Inteligent data input
- User friendly and customized output report
- Built-in context-sensitive help
- Vertical bearing capacity analysis
- Tomlinson´s method
- NAVFAC DM 7.2
- Method of effective stresses
- Settlement analysis
- Linear loading curve (Poulos)
- Nonlinear loading curve (Masopust)
- EN 1997 – option to choose partial factors based on National Annexes
- EN 1997 – option to choose all design approaches, consider design situations
- EN 1997 – accounting for the influence of pile technology
- Computation of load-settlement curve by the Finite Element Method considering
deformational characteristics of the soil - Consideration of technology influence
- Various shapes of pile cross-section (rectangle, I - cross-section, cross)
- Possibility of changing circular pile diameter with depth
- Determination of the modulus of subsoil reaction around the pile accrording to Vesic,
Mattlock and Rees, CSN or input by user - Negative skin fiction
- Design of reinforced concrete cross-sections according to EN 1992 (EC2), CSN, BS, PN, IS,
AS, ACI - Further information and free demo available at http://www.finesoftware.eu
GEO5 Piles
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Fine spol. s.r.o.
Jiri Laurin
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