Hydrostatic or non-hydrostatic water pressures.
WALLAP ASCON SCRIBD 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.Cantilever walls 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. Help is provided at two levels: Data and results are displayed in graphical form either on the screen or in hard copy. 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.
Surcharges may be applied and removed while struts and anchors may be installed and removed. ascon ascot ascry ascula ascus asdic ase aseity asem asemia ash ashake ashame. WALLAP is a powerful, fast and user-friendly program for analysing the stability of cantilevered awllap propped retaining walls. The strata profile consists of up to 100 soil types with hydrostatic or non-linear water pressure distributions. Earth pressures are calculated automatically from basic soil properties. 2.4 STRENGTH DESIGN OF H-BEAMS For maximum bending moment etc. 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.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. 2.3.4 WATER TABLE LEVEL The ground water table does not have any effect on the design of H-Beam (soldier piling) shoring system as this type of shoring system is not water tight and at any given time, the water head would be same on both sides (excavated and retained sides).
WALLAP is a powerful, fast and user-friendly program for analysing the stability of cantilevered and propped retaining walls.