RosenPoint: A Microsoft Excel-based program for the Rosenblueth point estimate method and an application in slope stability analysis

The Rosenblueth point estimate method is one of the probabilistic analyses in estimating failure probability of a system, such as a slope. The essence of the approach is to use two point estimates, mean value+/-standard deviation, to present a variable in safety evaluation. The simple and straightforward framework leads to its wide application, but as a system governed by n variables (n is large), mass computations (2^n repetitions in calculation) are required during the analysis. This prevents the possibility of hand computation using the approach, and a proper computing tool is needed under this situation. In this study, a Microsoft Excel-based program, RosenPoint, was developed for the Rosenblueth approach, and the program developments, descriptions and modifications are given in detail. The program is successfully demonstrated by computing the failure probability of an infinite slope under earthquake condition with a deterministic factor of safety (FOS) equal to 1.77. As the critical FOS is equal to 1.4, the slope that is considered stable by a conventional analysis is found associated with a substantial failure probability around 20%. Since the current version of RosenPoint is designed for estimating slope failure probability, the program needs modification as it is used for other tasks. Owing to the separated programming structure in RosenPoint, the subroutine governing FOS algorithms only needs to be replaced or recompiled as modification is needed. In addition, the capacity of the current RosenPoint is limited to 19 variables due to the dimension constraint of Excel spreadsheets (=2^2^0 rows). However, the capacity can be easily improved with sacrificing output completeness. This program modification is also described in this paper.

[1]  Jordi Delgado Martín,et al.  EQMIN, a Microsoft® Excel© spreadsheet to perform thermodynamic calculations: A didactic approach , 1996 .

[2]  D. C. Tobutt Monte Carlo Simulation methods for slope stability , 1982 .

[3]  Miguel Cerrolaza,et al.  Computational stochastic analysis of earth structure settlements , 1999 .

[4]  Ferhat Özçep SoilEngineering: A Microsoft Excel® spreadsheet© program for geotechnical and geophysical analysis of soils , 2010, Comput. Geosci..

[5]  Jr. John Russell Ousey,et al.  Modeling Steady-State Groundwater Flow Using Microcomputer Spreadsheets. , 1986 .

[6]  Paul E. Holm Complex petrogenetic modeling using spreadsheet software , 1990 .

[7]  Hyuck-Jin Park,et al.  Probabilistic analysis of rock slope stability and random properties of discontinuity parameters, Interstate Highway 40, Western North Carolina, USA , 2005 .

[8]  Ferhat Ozcep,et al.  SoilEngineering: A Microsoft Excel® spreadsheet© program for geotechnical and geophysical analysis of soils , 2010, Comput. Geosci..

[9]  Andrew G. Tindle,et al.  PROBE-AMPH—a spreadsheet program to classify microprobe-derived amphibole analyses , 1994 .

[10]  Charles E. Lesher,et al.  MagPath: An Excel-based Visual Basic program for forward modeling of mafic magma crystallization , 2011, Comput. Geosci..

[11]  R. Jimenez-Rodrigueza,et al.  System reliability approach to rock slope stability , 2005 .

[12]  M. Keskin,et al.  FC-modeler: a Microsoft ® Excel © spreadsheet program for modeling rayleigh fractionation vectors in closed magmatic systems , 2002 .

[13]  E. Rosenblueth Point estimates for probability moments. , 1975, Proceedings of the National Academy of Sciences of the United States of America.

[14]  R. E. Hammah,et al.  Probabilistic Slope Analysis with the Finite Element Method , 2009 .

[15]  D. Cruden,et al.  Probabilistic slope stability analysis for practice , 2002 .

[16]  David J. Chittleborough,et al.  An interactive spreadsheet for graphing mineral stability diagrams , 1995 .

[17]  Nicholas Sitar,et al.  System reliability approach to rock slope stability , 2006 .

[18]  Kenzi Karasaki,et al.  Triangulator: Excel spreadsheets for converting relative bearings to XYZ coordinates, with applications to scaling photographs and orienting surfaces , 1996 .

[19]  T. Wolff Probabilistic Slope Stability in Theory and Practice , 1996 .