CESDb > Software > End Bearing
AllPile Version:7.19 · Downloads:1697
AllPile

Pile Analysis

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.

APILE Version:2014 · Downloads:46
APILE

Analysis of the Axial Capacity of Driven Piles

APILE is used to compute the axial capacity, as a function of depth, of a driven pile in clay, sand, or mixed-soil profiles.

FB-Deep Version:2.04 · Downloads:442
FB-Deep

Static axial capacity of drilled shafts and driven piles

The FB-Deep computer program is a Windows based program used to estimate the static axial capacity of drilled shafts and driven piles.

PileAXL Version:2014 · Downloads:240
PileAXL

Behaviour Of Single Piles Under Axial Loading

PileAXL is a program that analyzes the behaviour of single piles under axial loading applied at the pile head for both onshore and offshore engineering problems.

PileROC Version:2014 · Downloads:113
PileROC

Design and Analysis for Rock Socket under Axial Loading

PileROC is a program that predicts the load settlement curve at the pile head for the piles socketed into rock based on three commonly-used methods.

POLEFDN Version:2.3 · Downloads:403
POLEFDN

Pole Foundation Analysis

POLEFDN is a spreadsheet program written in MS-Excel for the purpose of analysis of a pole foundation assuming the use of a rigid round pier which is assumed free at the top and subjected to lateral and vertical loads.

SHAFT Version:2012 · Downloads:216
SHAFT

Study of Drilled Shafts under Axial Loading

SHAFT is a computer program used to evaluate the axial capacity and the short-term, load-settlement curves of drilled shafts or bored piles in various types of soils.

TZpile Version:2014 · Downloads:229
TZpile

Computation of Load-Settlement Relationships of Vertically-Loaded Piles

TZPILE implements the well-known method of soil-structure interaction, commonly called the t-z method, where t-z and Q-w curves are used respectively for load transfers in side resistance and end bearing.

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