Horizontal and moment loads may be applied to the wall. Rotational spring restraints may be applied at any elevation in order to model the effect of floor slabs which are built into the wall.
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. Geosolve GWALL v, SLOPE v, WALLAP v – Civil Engineering Community Struts or anchors can be installed at up to 40 levels and may be pre-stressed.ĭata values geosokve checked for permissible ranges. Limit Equilibrium Analysis Calculation of Factors of Safety according to one of the following methods: There is a Help facility to derive Ka etc. Data and results are displayed in graphical form either on the screen or in hard yeosolve. Operation of the program requires about 10Mb off RAM. The strata profile consists of up to wallzp types with hydrostatic or non-linear water pressure distributions. Surcharges may be applied and removed while struts and anchors may be installed and removed. This offers a convenient way of balancing water pressures maanual the toe of the wall by assuming a linear variation of piezometric head between the water levels either side of the wall.įactors 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.
The strata profile consists of up to 40 soil types with walap or non-linear water pressure distributions. Linear variations of cohesion and modulus with depth. Surcharges can be applied at or below ground level on the active or passive side of the wall.ĭata Input and Editing. Subjects covered include advice on the selection of values of earth pressure coefficients and soil modulus. Operation of the program requires about 10Mb of RAM. The strata profile consists of up to soil types geosolvw hydrostatic or non-linear water pressure distributions. WALLAP is suitable for the analysis of both temporary works, such as sheet pile walls, and permanent works such as reinforced concrete diaphragm walls and contiguous bored pile walls.ĬIRUGIA ENDOSCOPICA DE SENOS PARANASALES PDFĬomments There are no comments about this software. Data can be checked visually at any time during data entry or editing. Wallap |Īutomatic water pressure balancing option. Hydrostatic or non-hydrostatic water pressures. Soil stiffness is expressed in terms of Young’s modulus and Poisson’s ratio. This offers a convenient way of balancing geosolfe pressures at the toe of the wall by assuming a linear variation of piezometric head between the water levels either side of the wall. Units Data may be entered in any consistent set of units e.Ī list of data Errors and Warnings is displayed if unacceptable or inappropriate data combinations are detected. Modelling of the stage by stage development of forces and wall movements as construction proceeds.
Multimedia Home Virtual Geoengineer Photos. There is a Help facility to derive Ka etc. access to the comprehensive User Manual giving detailed guidance on data input and interpretation of results.Ī maximum of different soil types can be defined including: Modelling the Construction Sequence. 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.
The Geosolve WALLAP software has been used to analyse the retaining wall in Design Manual For Roads And Bridges Loads for highway bridges, BD.