Powered by a sophisticated FEM Solver increasing capacity and substantially speeding up solution for large and complex models, spMats v8.50 is widely used for analysis, design and investigation of concrete mat foundations, footings, and slabs on grade.

  • NEW SOIL SETTLEMENT ANALYSIS SOFTWARE – FOR FOUNDATIONS, GROUP PILES AND EMBANKMENTS. Version 2 is here! Download Free DEMO Updated September 10, 2020 SoilStructure SETTLEMENT ANALYSIS software is for the purpose of trying to quickly assess effects of soil consolidation on structures. After more than 3 months of research, review of more than 21 books.
  • Download design of footing software for free. Photo & Graphics tools downloads - Spread Footing Design by Digital Canal Corporation and many more programs are available for instant and free download.

spMats, formerly pcaMats and MATS, is equipped with the latest American (ACI 318-14) and Canadian (CSA A23.3-14) concrete codes. spMats is utilized by engineers worldwide to optimize complicated foundation design,and improve analysis of soil structure interaction.

PileSuite is a powerful suite of software products for deep foundation analysis and design for both onshore and offshore projects. It contains four main programs for nonlinear pile group analysis under general loading, laterally loaded single piles, axially loaded single piles and rock socket design. Analysis and Design of Shallow and Deep Foundations is a significant new resource to the engineering principles used in the analysis and design of both shallow and deep, load-bearing foundations for a variety of building and structural types. Its unique presentation focuses on new developments in computer-aided analysis and soil-structure.

Documentationsofashallow Foundation Analysis Software Download


spMats uses the plate-bending theory and the Finite Element Method (FEM) to model the behavior of the mat or slab. The soil supporting the slab is assumed to behave as a set of one-way compression-only springs (Winkler foundation). The boundary conditions may be the underlying soil, nodal springs, piles, or translational and rotational nodal restraints. The model is analyzed under uniform (surface) and concentrated (point) loads. The resulting deflections, soil pressure (or spring reactions), and bending moments are output.


The spMats v8.50 provides integration with spColumn via export CTI files. Preview the video below.

Coments are closed
Scroll to top