FOUNDATION is a great fit for your construction company if you’re doing a lot of commercial, industrial or government work. You should also check out our construction accounting software if you’ve outgrown your old software, if it’s outdated or if you’re not using a construction-specific program. This program is copyrighted (© K. Nikolaou) under the GNU General Public License as published by the Free Software Foundation, version 2.In short, you can employ them freely (assuming you cite the original source and the relevant publication) but if you want to build upon, extend or re-distribute it, then the derivative software products will also have to be covered under the GPL (i.e., be.
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NEW SOIL SETTLEMENT ANALYSIS SOFTWARE – FOR FOUNDATIONS, GROUP PILES AND EMBANKMENTS. Version 2 is here!
Updated September 10, 2020
$275.00 – $825.00
Return on Investment (ROI) calculator
SoilStructure SETTLEMENT ANALYSIS software is for the purpose of trying to quickly assess effects of soil consolidation on structures. After more than 3 months of research, review of more than 21 books and months of programming subroutines, SoilStructure Software is pleased to announce the release of SETTLEMENT ANALYSIS Software, New version 2.
Soil Settlement Analysis is complex and left for the experienced geotechnical engineer. The vertical stresses induced by the structural loading are combined with compressibility characteristics of the supporting soils and Bedrock to compute induced soil consolidation and subsequent settlement of structures. Therefore, this Settlement Software is the only geotechnical analysis software that seamlessly integrates geotechnical parameters and footing or embankment loadings/shape with dynamic diagrams as one complete treatment of settlement analysis. This program uses Boussinesq stress analysis.
SoilStructure Settlement Analysis is a Geotechnical Engineering Software with the following capabilities:
- Input of layered soils – from 2 to 18 layers starting at the bottom of footings or embankments
- Option to Choose Terzaghi & Peck Method (1967) or Schmertman, Hartman & Brown (1978) method
- Confirmation of foundation & embankment loadings with dynamic plan & cross section diagram
- “Guidance” Table on allowable total static and differential static settlement values
- For layered soils option to choose continuous, rectangular, round and square shapes
- Ability to hover on a chart with the mouse and see instantly X and Y values of interest
- Generation of 60 nodes depicting induced stresses and strains
- Generation of detailed charts and calculation columns with depth
- NEW- Time rate of consolidation
- NEW- Center & Edge settlement on circular tanks & footings
- Dual units option – English and SI Units.
In addition, this geotechnical software can be used for:
- Settlement analysis of water tanks, oil tanks and silo foundations
- Settlement analysis of mat or raft foundation (square or circular in shape)
- Settlement of isolated buildings and solar foundations
- Settlement of group piles in rectangular, square or circular block shape (at 2/3 embedment level)
- Settlement of embankments, temporary surcharges and pavements
- Accurate determination of differential settlement by running two points with a know distance
All you need are boring logs, compressibility/unit weights of soil and foundation/embankment loadings & shape. The program has guidance on most geotechnical properties. There is less than 1 hr learning curve so you can have your analysis today.
Like with other SoilStructure Software, analysis takes 10 minutes or less. For the first time in decades, it is now possible for geotechnical engineers to include static settlement analysis calculations routinely on every project. Users are assumed to be skilled in the “manual calculation” of soil consolidation.
On some sites, there will be compressible soft Clay or Peat. However, when we have lightly loaded structures, like a Kiosk, there is no need to use piles. We can use Settlement Analysis Software and determine Geofoam(R) block thickness and a simple mat foundation. Below are settlement software charts for a such a project:
Sample Screen Shots
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 (unrestrained) at the top and subjected to lateral and vertical loads. Specifically, the required embedment depth, the maximum moment and shear, the plain concrete stresses, and the soil bearing pressures are calculated.
This program is a workbook consisting of six (6) worksheets, described as follows:
- Doc - Documentation sheet
- Pole Fdn (Czerniak) - Pole foundation analysis for free-top round piers using PCA/Czerniak method
- Pole Fdn (UBC-IBC) - Pole foundation analysis for free-top round piers using UBC/IBC method
- Pole Fdn (OAAA) - Pole foundation analysis for free-top round piers using OAAA method
- Granular Soil (Teng) - Pole foundation analysis in granular soil using USS/Teng method
- Cohesive Soil (Teng) - Pole foundation analysis in cohesive soil using USS/Teng method
Program Assumptions and Limitations:
1. Since there is not a universally accepted method for pole foundation analysis, this program offers up five different methods of determining embedment length for pole foundations. The 'Pole Fdn(Czerniak)' worksheet is the primary method emphasized in this program, since it provides the most detail in overall analysis. However, it does yield the most conservative embedment depth results of all the methods presented.
2. The references used in the different analysis methods in this program are as follows:
a.'Design of Concrete Foundation Piers' - by Frank Randall Portland Cement Association (PCA) - Skokie, IL, May 1968
b.'Resistance to Overturning of Single, Short Piles' - by Eli Czerniak ASCE Journal of the Structural Division, Vol. 83, No. ST2, Paper 1188, March 1957
c.1997 Uniform Building Code (UBC), Section 1806.8, page 2-45
d.Outdoor Advertising Association of America (OAAA) - New York, NY
e.'Tapered Steel Poles - Caisson Foundation Design' Prepared for United States Steel Corporation by Teng and Associates, July 1969
f.AASHTO Publication LTS-5 - Standard Specifications for Structural Supports for Highway Signs, Luminaries, and Traffic Signals (Fifth Edition, 2009)
3. The 'Pole Fdn(Czerniak)' worksheet assumes that the foundation is short, rigid, meeting the criteria that the foundation embedment length divided by the foundation diameter <= 10.
4. This program will handle both horizontally as well as vertically applied loads. The vertical load may have an associated eccentricity which results in an additional overturning moment which is always assumed to add directly to the overturning moment produced by the horizontal load.
5. This program assumes that the top of the pier is at or above the top of the ground surface level.
6. This program assumes that the actual resisting surface is at or below the ground surface level. This accounts for any weak soil or any soil which may be removed at the top.
7. The 'Pole Fdn(Czerniak)' worksheet assumes that the rigid pier rotates about a point located at a distance, 'a', below the resisting the surface. The maximum shear in pier is assumed to be at that 'a' distance, while the maximum moment in the pier is assume to be at a distance = 'a/2'.
8. The 'Pole Fdn(Czerniak)' worksheet calculates the 'plain' (unreinforced) concrete stresses, compression, tension, and shear in the pier. The respective allowable stresses are also determined based on the strength (f'c) of the concrete. This is done to determine if steel reinforcing is actually required. However, whether minimum reinforcing is to be used or not is left up to the user. The allowable tension stress in 'plain' concrete is assumed to be equal to 10% of the value of the allowable compressive stress.
9. The 'Pole Fdn(Czerniak)' worksheet calculates the actual soil bearing pressures along the side of the pier at distances equal to 'a/2' and 'L'. The respective allowable passive pressures at those locations are determined for comparison. However, it is left up to the user to determine the adequacy.
10. Since all overturning loads are resisted by the passive pressure against the embedment of the pier, this program assumes that the pier acts in direct end bearing to resist only the vertical loading. The bottom of pier bearing pressure is calculated, which includes the self-weight of the pier, assumed at 0.150 kcf for the concrete.
* POLEFDN download link provides freeware version of the software.
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