This program is used for analysis of vertical bearing capacity
of a single pile loaded both in tension or compression, pile settlement as well as horizontal bearing capacity of a single pile.
Main Features
Vertical bearing capacity analysis
Tomlinson’s method
NAVFAC DM 7.2
Method of effective stresses
CSN 73 1002
Settlement analysis
Linear load-settlement curve (Poulos)
Nonlinear load-settlement 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 (spring method) considering deformational characteristics of the soil
Consideration of influence of pile technology (bored, driven, CFA piles)
Various shapes of pile cross-section (rectangle, I - cross-section, cross, tube)
Possibility of changing circular pile diameter with depth
Determination of the modulus of subsoil reaction along the pile length according to Vesic, Mattlock and Reese, CSN or input by user (constant or linear distribution)
Analysis of horizontal bearing capacity (Broms method, p-y method)
Output of results for load cases
Negative skin friction
Shear bearing capacity of RC cross-section
Design of reinforced concrete cross-sections according to EN 1992-1 (EC 2), BS, PN, IS, AS, ACI, GB, SNiP, CSN
Verification of steel pile cross section
Verification of timber pile cross section