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WALLAPfor WindowsBack to Main Page WALLAP 6 for Windows was released in May 2012. WALLAP version 6 Release Notes Click here for details of recent revisions to WALLAP. You can try the downloadable demo version available from this website.
Graphics,Hot Keys,Help
Key Features (Top)
Scope
Cantilever walls
Anchored walls
Strutted excavations
Sheet pile walls
RC Diaphragm walls
Soldier (King) Pile walls
Hydrostatic or non-hydrostatic water pressures. Automatic water pressure balancing option
Uniform or variable surcharges applied at or below ground level
Structural loads applied to the wall
Seismic analysis
Analysis options
Limit State analysis in accordance with Eurocode 7
Factor of Safety calculation in accordance with Eurocode 7 and BS 8002
Bending moments and wall displacements calculated by finite element analysis
Construction sequence and Berm excavation modelled
Soil arching and Soil-wall gap modelled
Non-linear elastic/plastic soil model
Fully automatic calculation of earth pressures
User Interface
Simple data input with interactive Help
Soil properties archive facility
Hot Keys for instant Help, Error reporting, Data plot and Summary output
Free choice of units
Graphical output of data and results
Fully documented
WALLAP is a powerful, fastand user-friendly program for analysing the stability of cantilevered andpropped retaining walls. WALLAP is suitable for the analysis of bothtemporary works, such as sheet pile walls, and permanent works suchas reinforced concrete diaphragm walls and contiguous bored pilewalls.
Factors of safety are computed according to standard codes ofpractice while wall displacements and bending moments are calculatedby a finite element analysis which models the actual sequence ofconstruction of the wall. Earth pressures are calculatedautomatically from basic soil properties.
The strata profile consistsof up to 100 soil types with hydrostatic or non-linearwater pressure distributions. Surcharges may be applied and removedwhile struts and anchors may be installed and removed. The program ismenu driven with context sensitive Help and on-line access to thecomprehensive User Manual giving detailed guidance on data input andinterpretation of results.
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Methods of Analysis (Top)
WALLAP offers twoseparate types of analysis within the one program: Limit Equilibrium Analysis Calculation of Factors of Safety according to one of the following methods:
BS 8002 (Burland-Potts)
Eurocode 7 (Strength factor method)
British Standard Code of Practice No.2
BSC Piling Handbook
Bending moment and Displacement Analysis Modelling of the stage by stage development of forces and wallmovements as construction proceeds. The wall and soilare modelled as a beam and springs. Two spring models are available:
Subgrade reaction analysis (for routine design)
2-D Finite element analysis (for a more rigorous approach)
Modelling the Construction Sequence (Top)
The following types ofconstruction activity may be specified and combined in any order soas to model the construction sequence:
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
Soil Properties (Top)
A maximum of 100different soil types can be defined including: Remove restrictions tool free download crack for windows 8.
Cohesive / cohesionless
Drained / undrained
Normally / over-consolidated
Soil strength is defined in terms of Ka, Kac, Kp, Kpc and cohesion. There is a Help facility to derive Ka etc. from soil, wall frictionand backfill angles. Soil stiffness is expressed in terms of Young's modulus and Poisson'sratio. Optional soil properties include:
Linear variations of cohesion and modulus with depth.
Arching active behaviour
Simple non-linear elastic soil model
Struts and Anchors (Top)
Struts or anchors can beinstalled at up to 80 levels and may be pre-stressed. Struts can alsobe removed after installation.
Water Pressures (Top)
Hydrostatic ornon-hydrostatic Water Pressure Profiles may be defined on both sidesof the wall, to model a variety of complex conditions including:
Seepage
Submerged ground
Perched water tables
Uplift pressures under structures.
Automatic water pressure balancing option. This offersa convenient way of balancing water pressures at the toe ofthe wall by assuming a linear variation of piezometric head betweenthe water levels either side of the wall.
Surcharges (Top)
Surcharges can beapplied at or below ground level on the active or passive side of thewall. All surcharges are defined over a rectangular loaded area. Rampsurcharges can be defined i.e. Surcharge magnitude may vary linearlywith distance from the wall.
Loads and Restraints (Top)
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.
Data Input and Editing (Top)
Data entry is menudriven. Data values are checked for permissible ranges. A list ofdata Errors and Warnings is displayed if unacceptable orinappropriate data combinations are detected. Data can be checkedvisually at any time during data entry or editing. Units Data may be entered in any consistent set of units e.g. (kN,m),(lb,feet). All print-out from the program is automatically annotatedin the appropriate units.
Output from the Program (Top)
Output from the program consists of the following:
Listing of input data
Output at selected stages of: - Factors of safety - Bending moments and shear forces - Wall pressures - Displacements - Strut/anchor forces
Summary output of: - Factors of Safety at each stage - Strut forces at each stage - Maximum/minimum bending moment and displacement at each stage - Cumulative bending moment and shear force envelopes - Cumulative displacement envelope
Output to an Excel spreadsheet - Tabulated results for selected stages can be sent to an .xls file
Graphics (Top)
Data and results aredisplayed in graphical form either on the screen or in hard copy.Graphical display of the data shows:
The soil profile,
Water pressure profiles,
Surcharges,
Applied loads/restraints,
Strut positions,
Boundary conditions.
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Results are displayed in the form of:
Bending moment diagrams,
Shear force diagrams,
Wall pressure diagrams,
Wall displacement diagrams.
Hot Keys (Top)
Special Hot Keys giveinstant access to Help facilities, Error reporting, Data plotting(during edit) and Summary output (during analysis).
Help (Top)
Help is provided at twolevels:- Press F1 at any time for context sensitive help on dataentry or current activity. Press Alt+H at any time to use the Help Index.Subjects covered include advice on the selection of values of earthpressure coefficients and soil modulus.
Hardware Requirements (Top)
WALLAP version 6 operateson all Windows systems. Program files occupy about 3Mb of diskspace. Operation of the program requires about 10Mb of RAM.
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Software AllPile Shoring LiquefyPro SuperLog EarthPres Surcharge Heave Visual Lab Spectra Upres Purchase Now Order Download Pricing Contact Us About Us Q & A
AllPile is a Windows-based analysis program that handles virtually all types of piles, including steel pipes, H-piles, pre-cast concrete piles, auger-cast piles, drilled shafts, timber piles, jetted piles, tapered piles, piers with bell, micropiles (minipiles), uplift anchors, uplift plate, and shallow foundations.
One of the major advantages AllPile has over other pile software is that it combines most pile analyses in a single program. It calculates compression (with settlement), uplift, lateral capacity, and group analysis all together. Users only need to input the data once instead of several times in different programs. AllPile makes pile analysis easy, economical and time-efficient.
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AllPile is suitable for all engineers, even those without too much pile analysis experience. It helps structural engineers choose soil parameters, and geotechnical engineers choose pile properties. AllPile is a must-have tool for structural, geotechnical, and construction engineers.
CALCULATION METHOD
Vertical analysis is based on the approaches and methods recommended in FHWA, AASHTO, and NAVY DM-7 (NAVFAC) manuals. The compression capacity is the combination of skin friction and tip resistance. The uplift capacity is the sum of skin friction and pile weight. The torsion capacity is the sum of horizontal skin friction around shaft.
Group analysis is based on matrix method for pile group under vertical, lateral, and moment loading. It analyzes settlement, rotation, and deflection of pile cap and each pile's behaves under group condition. Group analysis only handles symmetrical pile layout with one type of pile.
Shallow foundations are for foundation under vertical, lateral, and moment loading. Bearing capacity, settlement and rotation are calculated. The method is recommended in 'Principles of Foundation Engineering' Braja M. Das.
Shaft analysis can handle large size drilled shaft with or without belled bottom. The method is based on 'Construction Procedures and Design Method' recommended by FHWA .
KEY FEATURES
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Smart Data Find Users only need to input N-value (SPT) or CPT and let program find the remaining data, such as friction, cohesion, density, subgrade reaction coefficient, and P-y parameters. For users with limited field data, it is very useful feature.
Graphical Input The sliding bar and graphical interface change simultaneously with the inputs to illustrate the pile profile. Pile head and load are graphically presented to help users to input data quickly and accurately.
Three Ways to Input Soil Properties: 1.Input N value (SPT or CPT) only and program find all other parameters; 2.Input soil parameters such as C, and friction. 3.Input End bearing and Side friction (vertical) or p-y (lateral).
Vertical Capacity The program evaluates the uplift and compression capacity of the pile. Program provides t-z, and q-w analysis. The program also checks torsion (rotation) capacity for single pile.
Settlement The program calculates pile settlement based on point load, skin friction, and shaft compression. It provides Load-Settlement curves.
Point of Fixity AllPile determines the Point of Fixity and Stiffness of the pile.
Stiffness AllPile determines pile stiffness for rotation, lateral and vertical deflections.
Lateral Capacity AllPile performs lateral analysis under different head-load boundary conditions. Deflection, moment, and shear along the entire length of the pile are presented graphically in the report. Program provides p-y analysis.
Group Piles Analysis Both vertical and lateral analyses handle group piles. The loads can be vertical, compression, uplift, shear, and moment. The program calculates lateral movement, rotation, and settlement of the pile cap.
Tower Foundation Analysis of foundation for transmission towers, wireless antennas, telephone and signal poles, etc.
Batter Piles and Sloped Ground The program can handle batter piles and sloped ground.
Seismic and Static Conditions Circular and static load conditions can be selected in the lateral analysis.
Negative Friction The program computes the downdrag force formed by settlement of soft layers.
Zero Friction AllPile handles no-friction sections of the pile, such as tieback free bond length.
Section Calculation The program calculates the section properties for reinforced or hollow piles. It has a built-in database for all available W and H steel piles.
Graphical Presentation AllPile presents the results using high quality graphics, which can be inserted directly into a report. Users can customize the format of the report.
Export to EXCEL AllPile results can be exported to MS-EXCEL graphics and reports by a few mouse clicks. Users can modify the reports and graphics easily.
English and Metric Units The program accommodates both English and metric units.
Shallow Footing Shallow footing under vertical, and lateral loads (moment and shear) Analysis includes settlement, rotation, and sliding.
HFWA SHAFT analysis Using FHWA-IF-99 method for drilled shaft with bell or without bell, including settlement, top rotation, and slope analysis.
WHAT'S NEW IN VERSION 7
AllPile Version 7 has significant improvements and upgrades from previous versions:
'Group' piles can handle moment in addition to vertical and lateral forces.
V7 can analyze tower foundations for transmission towers, wireless antennas, telephone and signal poles, etc.
V7 adds the SHAFT method for drilled shafts with bell based on publication FHWA-IF-99.
V7 performs shallow foundation analysis for vertical, lateral, overturning, and settlement.
In vertical analysis, the program provides comprehensive settlement analysis with graphs of settlement vs. skin and tip resistance.
The program provides t-z, q-w analysis and output for vertical analysis.
In lateral analysis, improved lateral analysis code helps the program run more smoothly.
V7 provides p-y input and output for lateral analysis.
The program has improved uplift analysis for uplift anchor and uplift plate.
The user can save setup data along with the pile file.
V7 has an improved pile section calculation that lets the user calculate necessary properties based on the number of bars in concrete pile and thickness of the pipe pile.
Three Ways to Input - 1. Input N value (SPT or CPT) only and program find all other parameters; 2. Input soil parameters such as C, and friction. 3. Input End bearing and Side friction (vertical) or p-y (lateral).
COST
At a price of $950, users only pay the cost of vertical analysis. The lateral analysis is free. Users only need to buy one program and input the data once instead of buying different programs and inputting data several times. AllPile makes pile analysis both economical and time-efficient.
AllPile provides value, versatility, and accuracy in one program. That is why AllPile is becoming the most popular and best-selling pile program worldwide.
COMPARISON OF MOST POPULAR PILE ANALYSIS SOFTWARE
AllPile
LPILE
APILE
COM624P
GROUP
SHAFT
WinFad
Vertical Load
Lateral Load
Group Piles
Single Pile
Tower Foundation
Shaft (FHWA method)
Shallow Foundation
P-Y Curve
T-Z Curve
Soil Property Library
Interactive User Interface
Torsion Analysis (single pile)
Settlement Analysis
Operating System
Windows
Windows
Windows
DOS
Windows
Windows
Windows
Price (US currency)
$950
$1000
$790~1180
N/A
$1,800
$790
$1,800
DOWNLOAD FREE DEMO PROGRAM
You can download the program and manual, and evaluate it for free. In the free demo program you can open example files and run them, but you will not be able to modify the data until we receive your payment. Click here for download page. Click here for Pricing and Order page.
