Pile Load Settlement Analysis from Insitu Data (PL-AID) is a program for quantifying capacities and predicting settlements in piled foundation systems from standard penetration tests (SPT) and Electric Cone Penetrometer Test (ECPT) data.
Pocket MP carries out the calculation of bearing capacity of deep foundations.
Rocket V3.0 estimates the load-settlement response of drilled piles socketed into geomaterials varying from hard soils to hard rock. Can also be applied to rock anchor design.
SAF-1 computes 1D vertical settlement for pile foundation analysis and design under various load conditions. The program uses equations presented by Lambe & Whitman (1969), Ladd (1973) and Poulos & Davis (1974).
SHAFT is a Lotus 123 template for data reduction from pile or drilled shafts load tests. The data required includes shaft properties, load-settlement responses and instrument readings for the loads.
SHAFT (Ensoft) for Windows is used to compute the axial capacity and the short-term, load versus settlement curves of drilled shafts in various types of soils.
SHAFTUF is a program for estimating the axial load capacity of drilled shafts using the FHWA method, with modifications to allow the evaluation of drilled shafts toed in to rock.
Socket is a program for socketed piles design……etc
SoilStructure Drilled Pier performs geotechnical and structural design of drilled piers or bored piles. It can handle axial downward load, uplift, lateral load and rebar cage design.
SPILE determines the ultimate vertical static capacity of piles in cohesive and cohesionless soils. The program uses equations, analytical procedures and empirical curves consistent with the FHWA Pile Method presented by Norlund (1963,1979),…