- UTEXAS
Infobox Software
name = UTEXAS
caption = UTEXAS4 Screen Shot
author = Dr. Stephen G. Wright
developer =
released =
latest release version = 4.0
latest release date =
latest preview version =
latest preview date =
operating system =Microsoft Windows
platform =
language = English
genre =slope stability software
license =Proprietary
website =UTEXAS is a
slope stability analysis program written by Dr. Stephen G. Wright of theUniversity of Texas at Austin . The program is used in the field ofcivil engineering to analyzelevees , earthdams , natural slopes, and anywhere there is concern formass wasting . UTEXAS finds thefactor of safety for the slope and the critical failure surface.Methodology
UTEXAS uses the
limit equilibrium method . The user provides the geometry and shear strength parameters for the slope in question and UTEXAS computes a factor of safety against slope failure. The factor of safety for a candidate failure surface is computed as the forces driving failure along the surface divided by the shear resistance of the soils along the surface.Citation
last = Aquaveo
first =
author-link =
last2 =
first2 =
author2-link =
year =2007
date =
title =GMS Tutorials, UTEXAS - Embankment on Soft Clay
place =
publisher = Aquaveo
edition =
volume =
id =
isbn =
url = ftp://pubftp.ems-i.com/download/GMS/GMS%206.5/tutfiles/UTEXAS/UTEXAS%20-%20Embankment%20on%20Soft%20Clay.pdf]UTEXAS employs a fast automatic search algorithm to find the failure surface with the lowest factor of safety with respect to shear strength. This is the critical failure surface. Alternatively an arbitrary surface can be entered by the user and UTEXAS can determine the factor of safety associated with it.Citation
last =Wright
first =S.
author-link =
last2 =
first2 =
author2-link =
year =1999
date =1999
title =UTEXAS4, A Computer Program For Slope Stability Calculations
place =
publisher =
edition =
volume =
id =
isbn =
url = ftp://pubftp.ems-i.com/download/GMS/GMS%206.5/models/UTEXAS4%20Manual.pdf]The factor of safety for a shear surface is determined using a procedure of slices. Several different procedures exist and the user can choose among them.
Input and output consist of text files. The geologic model is primarily defined using profile lines, which are lines defining the interface between different soil layers. Profile lines are associated with materials, and different materials with different properties can be defined.
Features
The following is a list of some of the more distinct features of UTEXAS:
* Automatic Search Grid
* Multi-stage analysis
* Distributed loads
* Line loads
* Non-circular slip surfaces
* Interpolated pore pressures
* Internal soil reinforcementVersion history
* UTEXAS5 - Currently under development
* UTEXAS4 - Released in1999 .
** Translated intoC++ fromFortran .
**Microsoft Windows interface
** Accompanied by TexGraf4 program for displaying results.
** New features: lateral unit weight variation, import of pore water pressure from GMS/SEEP2D, more shear strength options, ability to contour factors of safety, tension cracks
* UTEXAS3 - Released in1990 .
** First version with multi-stage analysis.
** Accompanied by GRAPHICS3 program for displaying results.
** New features: Multi-stage analysis
* UTEXAS2 - Released in1986 .
** First version written for PCs.
** New features: Multiple limit equilibrium procedures, more ways to define shear strength, internal reinforcement, input data format improvements
* UTEXAS - Released in1984 .
** Successor to various programs written by Dr. Wright between 1969 and 1984
** Features: Multiple piezometric surfaces, nonlinear shear strength envelope, simulation of seismic loading, noncircular slip surface search algorithm(S. G. Wright, personal communication)]Related software
* TexGraf - Reads results from UTEXAS and displays them graphically. Also written by Dr. Wright
* UTEXASED4 - An educational version
* GMS - has a pre and post processor for UTEXAS [http://www.xmswiki.com/index.php?title=GMS:UTEXAS]Competing software
* Galena [http://www.slope-analysis.com/]
* Slide [http://www.rocscience.com/products/Slide.asp]
*SLOPE/W
*STABL
* SVDynamic [http://www.soilvision.com/subdomains/svdynamic.com/index.shtml]References
External links
* [http://www.ce.utexas.edu/prof/wright/home.html Dr. Stephen G. Wright]
* [http://www.shinoak.com/index.htm Shinoak Software (UTEXAS Distributor)]
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