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CivilTech Corporation: Software: AllPile CivilTech.AllPileis a Windows-based analysis program that handles virtually all typesof piles, including steel pipes, H-piles, pre-cast concrete piles, auger-castpiles, drilled shafts, timber piles, jetted piles, tapered piles, pierswith bell, micropiles (minipiles), uplift anchors, uplift plate, andshallow foundations.One of the major advantages AllPilehas over other pile software is that it combines most pile analysesin a single program. It calculates compression (with settlement),uplift, lateral capacity, and group analysis all together. Users onlyneed to input the data once instead of several times in differentprograms. AllPilemakes pile analysis easy, economical and time-efficient.AllPile is suitable for all engineers, even those without toomuch pile analysis experience.

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It helps structural engineers choosesoil parameters, and geotechnical engineers choose pile properties. AllPileis a must-have tool for structural, geotechnical, and constructionengineers.CALCULATION METHOD. Vertical analysis is based on the approaches and methods recommendedin FHWA, AASHTO, and NAVY DM-7 (NAVFAC) manuals. The compressioncapacity 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. Lateral analysis uses the finite-difference method to model soil-structureinteraction.

Under lateral loading, pile shaft deflects and pushesthe adjacent soils. Therefore, lateral resistance (pressure) isgenerated between soils and pile. By integration of lateral pressure,shear, moment, rotation, and deflection, the pile and soil interactionand behavior are analyzed.

This is the same method used in COM624program of FHWA. Comparing COM624, Allpile provides great user-friendlyinterface, additional features, and improvements. AllPile createsa COM624 input file and output. The input and output files can bedirectly viewed and printed. For comparison, you can directly runCOM624 of HFWA yourself using the input files created by AllPile.AllPile is also comparable with Lpile (© Ensoft Inc.), whichis also based on COM624. In our tests, AllPile generates very similarresults as Lpile or COM624.( Download COM624: You can go to FHWA's web siteto download a DOS version of COM624P. Users have to read and agree the FHWA's term and conditionsbefore download the software.).

Group analysis is based on matrix method for pile group undervertical, 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 typeof pile. Shallow foundations are for foundation under vertical, lateral,and moment loading. Bearing capacity, settlement and rotation arecalculated. The method is recommended in 'Principles of FoundationEngineering' Braja M. Das.

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Korn greatest hits. Shaft analysis can handle large size drilled shaft with or withoutbelled bottom.