


Automatic water pressure balancing option.įeatured in this Category. The wall and soil are modelled as a beam and springs. Operation of the program nanual about 10Mb of RAM.ĭata can be checked visually at any time during data entry or editing. Surcharges may be applied and removed while struts and anchors may be installed and removed. Hydrostatic or non-hydrostatic Water Pressure Profiles may be defined on both sides of the wall, to model a variety of complex conditions including: Modelling the Construction Sequence. Optional soil properties include: Supported Geosoove Systems Win Special Hot Keys give instant access to Help facilities, Error reporting, Data plotting gsosolve edit and Summary output during analysis. Data values are checked for permissible ranges.ĭata entry is menu driven.
#Wallap soil properties install
Excavate including berms Fill Change 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. Surcharge magnitude may vary linearly with distance from the wall. This offers a convenient way of balancing water pressures at the toe of the wall by assuming a linear variation of piezometric head between the water levels either side of the wall. Factors of safety are computed according to standard codes of practice while wall geosilve and bending geosolvf are calculated by a finite element analysis which models the actual sequence of construction of the wall.
#Wallap soil properties manual
The program is menu driven with context sensitive Help and on-line access to the comprehensive User Manual giving detailed guidance on data input and interpretation of results. A list of data Errors and Warnings is displayed if unacceptable or inappropriate data combinations are detected. There is a Help facility to derive Ka etc. Struts can also be removed after geodolve. Geosolve: WALLAPīending geoxolve diagrams, Shear force diagrams, Wall pressure diagrams, Wall displacement diagrams. Rotational spring restraints may be applied at any elevation in order to model the effect of floor slabs which are built into the wall. Output from the program consists of the following: Soil stiffness is expressed in terms of Young’s modulus and Poisson’s ratio. access to the comprehensive User Manual giving detailed guidance on data input and interpretation of results. 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.
#Wallap soil properties software
The Geosolve WALLAP software has been used to analyse the retaining wall in Design Manual For Roads And Bridges Loads for highway bridges, BD.
