SLOPE STABILITY ANALYSIS OF EARTH DAM BY SLIP CIRCLE METHOD
SLOPE STABILITY ANALYSIS OF EARTHDAM:
Earth Dams are usually constructed using the locally available soil. The soil properties used for construction of earth dam are important in design of slopes. Civil engineers involved in design and construction of earth dams know the difficulty of design of slopes for stability of earth dams. I worked as Assistant Engineer in
MWL- Maximum water level
FRL- Full Reservoir Level
DDL – Draw Down Level
SPZ - Semi Permeable Zone( Outer Zone of earth dam)
IPZ - ImPermeable Zone(Inner Zone of earth dam)
spzblk- Bulk Density of Semi Pervious Zone soil
ipzblk- Bulk Density of ImPervious Zone soil
spzsub- Submerged Density of Semipervious zone
ipzsub- Submerged Density of Impervious zone
spzsat- Saturated Density of Semipervious zone
ipzsat- Saturated Density of Impervious zone
usually 6 trials for upstream and 6 trials for downstream are done for arriving at the minimum factor of safety against failure. Roughly one month will be taken to do the 12 no of trials and factor of safety for the worst condition is found out. After seeing the laborious work involved in that process, I develop a program in AutoLisp to work in Autocad with one input table in Visual Basic for AutoCAD. This program made the design of slope stability in one minute in Autocad. Also prepare detailed drawing for Earth dam cross section for field use.
You can download that STABILITY.RAR file which contains user manual also from the following link.
http://www.nirt.in/software/stability.rar
2 Comments:
Sir,
I you have updated to the latest Autocad verison, kindly share with me. my email vetriselvana@gmail.com
Yes, I have updated to the latest version of Auto Cad. Only initial setup changes and they are detailed in the Manual. Drawing Cross section of earth dam also made simple in latest version
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