The Geosolve WALLAP software has been used to analyse the retaining wall in Design Manual For Roads And Bridges  Loads for highway bridges, BD . WALLAP is suitable for the analysis of both temporary works, such as sheet pile walls, and permanent works to the comprehensive User Manual giving detailed guidance on data input and interpretation of results. Developed by, Geosolve. برنامج Wallap – geosolve أدوات مهندس المياه. access to the comprehensive User Manual giving detailed guidance on data input and interpretation of results.
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Data entry is menu driven. Special Hot Keys give instant access to Help facilities, Error reporting, Data plotting during edit and Summary output during analysis. Subgrade reaction analysis for routine design 2-D Finite element analysis for a more wllap approach.
Data can be checked visually at any time during data entry or editing. The strata profile consists of up to manuxl soil types with hydrostatic or non-linear water pressure distributions.
Data Input and Editing. Data entry is menu driven. The wall and soil are modelled as a beam and springs.
Optional soil properties include: The following types of construction activity may be specified and combined in any order yeosolve as to model the construction sequence: The strata profile consists of up to soil types with hydrostatic or non-linear water pressure distributions. Hydrostatic or non-hydrostatic water pressures.
Geosolve GWALL 2014 v3.02, SLOPE 2014 v12.04, WALLAP 2013 v6.05
Excavate including berms Fill Gwosolve water pressures Install and remove struts or anchors Apply and remove surcharges Apply loads to the wall Apply rotational restraints to the wall Change soil properties Change wall stiffness Seismic loading. Hydrostatic or non-hydrostatic Water Pressure Profiles may be defined on both sides of the wall, to model a variety of complex conditions including: Operation of the program requires about 10Mb of RAM.
Featured in this Manusl. Data values are checked for permissible ranges. WALLAP is a powerful, fast and user-friendly program for analysing the stability of cantilevered and propped retaining walls. Supported Operating Systems [-] Win Sign up and list your software It is free and takes less than 2 minutes!
Special Hot Keys give instant access to Help facilities, Error reporting, Data plotting during edit and Summary output during analysis.
Geosolve GWALL v, SLOPE v, WALLAP v – Civil Engineering Community
The wall and soil are modelled as a beam and springs. Surcharge magnitude may vary linearly with distance from the wall. Arching active behaviour Simple non-linear elastic soil model. Automatic water pressure balancing option. Graphical display of the data shows: This feature is only available for software listings at the Advanced or Lead Sponsorship Level.
Output from the program consists of the following: Two spring models are available: The program is menu driven with context sensitive Help and on-line access to geosolvr comprehensive User Manual giving detailed guidance on data input and interpretation of results.
Earth pressures are calculated automatically from basic soil properties. Ramp surcharges can be defined i. Struts or anchors can be installed at up to 40 levels and may be pre-stressed. Ramp surcharges can be defined i. Two spring models are available: This offers a convenient way of balancing water pressures at the toe geosilve the wall by assuming a linear variation of piezometric head between the water levels either side of the wall.
Multimedia Home Virtual Geoengineer Photos. Output from the Program. Each software provider can upgrade the sponsorship level of their software listing by visiting the sponsorship levels page. Horizontal and moment loads may be applied to the wall. Developed by Geosolve Visit Website Rate. Surcharges may be geosklve and removed while struts and anchors may be installed and removed. Program files occupy about manuall of disk space. Surcharges may be applied and removed while struts and anchors may be installed manyal removed.
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Soil strength is defined in terms of Ka, Kac, Kp, Kpc and cohesion. Factors of safety are computed according to standard codes of practice while wall displacements and bending moments are calculated by a finite element analysis which models the actual sequence of construction of the wall.
Bending moment diagrams, Shear force diagrams, Wall pressure diagrams, Wall displacement diagrams. Data and results are displayed in graphical form either on the screen or in hard copy. Data may be entered in any consistent set of units e. Seepage Submerged ground Perched water tables Uplift pressures under structures.
There is a Help facility to derive Ka etc. Hydrostatic or non-hydrostatic Water Pressure Profiles may be defined on both sides of the wall, to model a walap of complex conditions including: Graphical display of the data shows: