Background Image
Table of Contents Table of Contents
Previous Page  120 / 365 Next Page
Information
Show Menu
Previous Page 120 / 365 Next Page
Page Background

© 2014 Foundation Supportworks

®

,

Inc.

All Rights Reserved

p 120

APPENDIX 2C

HELIXPRO

®

HELICAL FOUNDATION DESIGN SOFTWARE FOR PROFESSIONALS

Chapter 2

Helical Foundation Systems

Step 2

The

New Project

page allows the user to choose

between the “Helical Piles” or “Helical Tiebacks”

modules. The helical piles module is selected to

determine capacities of vertical and battered

piles in both tension and compression. The

helical tiebacks module allows the user to create

multiple wall configurations, define the active

zone (failure plane) for each wall and determine

capacities for multiple rows of tiebacks.

The “Helical Piles” button is selected.

Step 3

The

General Project Information

page allows

the user to enter project information and select

either English or Metric units. The project name

and project number are required fields for this

page. The buttons at the bottom allow the user

to save the information on this page, go back

to the previous page or continue to the next

page. Information has been entered for the

Montgomery Tower project located in St. Louis,

MO. Select “Continue” to navigate to the next

screen of data entry.

Step 4

Required fields on the

Soil Profile Inputs

page

include soil boring ID, depth to groundwater,

critical depth and at least one soil layer. Seven

soil types are available including sand, clay,

mixed, organics, sand fill, clay fill and mixed fill.

Soil strength parameter fields for clay, sand, clay

fill and sand fill are populated automatically by

correlation to SPT N-values; however, the user can

manually override these values by entering new

data. Selection of organic or mixed soils requires

manual entry of the soil strength parameters. The

soil profile is graphically displayed as the data

is entered. Multiple borings can be entered and

saved. The help menu is accessed by clicking

on the question mark icons next to various entry

fields. In this example, the user has entered and

saved the information from Boring B-1 and is

ready to continue to the next page.

Step 5

The

Pile Design Inputs

page requires input for

boring ID, pile ID, pile shaft type, helix plate

configuration and geometry, pile length, batter

angle and pile head depth. After required fields