LISA (Level I Stability Analysis) uses Monte Carlo simulation of the infinite slope equation to estimate a probability of slope failure for use in relative stability assessment of natural slopes.
LLP99 carries out the analysis of a laterally loaded pile modelled as a beam on elasto-plastic springs.
LoadCap carries out the calculation of bearing capacity, failure loads and settlement of foundations on soils according to the methods of Hansen, Terzaghi, Meyerof, and Vesic and of …
Osterberg Cell O-cell method of load testing drilled shafts and piles as the premier method of static load testing.
ISBN: 0894990837 Paperback: 456 pages Publisher: Books for Business
LPILE Plus is a program for the analysis of piles and drilled shafts under lateral loads. The program computes deflection, shear, bending moment, and soil response with respect to depth in non-linear soils.
LPRES calculates the lateral pressure from all types of surcharge loads on a retaining system.
LTBASE is used for the analysis of laterally loaded piles constructed on slopes. It incorporates a procedure for including the contribution of base resistance in the case of large diameter piles.
LUSAS is a program for finite element analysis in structural and civil engineering, but with capabilities for soil and groundwater modelling.
LUSH2 is a program for Complex Response Analysis of Soil-Structures Systems by the Finite Element Method. The program finds the complete response of a plane finite element model representing a soil-structure system.
