Nolism: a PC program for the evaluation of parameters describing the non-linear dynamic behavior of soil materials

Abstract The program NOLISM utilizes well established equations that describe the behavior of soil materials under dynamic loading. The program, which is written in Visual Basic and operates in the Microsoft Windows environment, greatly facilitates the evaluation of parameters necessary for the description of cyclic soil behavior by either the equivalent-linear or the non-linear inelastic models. The program input includes the values of readily available soil parameters, whose values can be selected following the suggestions included in the paper, or the direct results of dynamic tests. The output of NOLISM includes screen graphics and printouts that facilitate the preparation of input for other commercially available programs of ground seismic response and can be directly incorporated into technical reports. The graphics capabilities of NOLISM make it a valuable educational tool for teaching important aspects of soil behavior under cyclic loading.

[1]  Paul W. Mayne,et al.  Gmax-qc Relationships for Clays , 1993 .

[2]  Benoit B. Mandelbrot,et al.  Fractal Geometry of Nature , 1984 .

[3]  L F Richardson,et al.  The problem of contiguity : An appendix to statistics of deadly quarrels , 1961 .

[4]  Mladen Vucetic,et al.  Cyclic Characterization of Liquefiable Sands , 1993 .

[5]  George E. Blandford,et al.  Elasticity of Particulate Materials , 1989 .

[6]  S. Frydman,et al.  Normalized Nondegrading Behavior of Soft Clay under Cyclic Simple Shear Loading , 1995 .

[7]  V. Drnevich,et al.  SHEAR MODULUS AND DAMPING IN SOILS: DESIGN EQUATIONS AND CURVES , 1972 .

[8]  W. D. Liam Finn,et al.  dynamic Analysis in Geotechnical Engineering , 1988 .

[9]  R. Woods Field and Laboratory Determination of Soil Properties at Low and High Strains , 1991 .

[10]  Karl-Rudolf Koch,et al.  Parameter estimation and hypothesis testing in linear models , 1988 .

[11]  R. Woods,et al.  Modulus and Damping Due to Uniform and Variable Cyclic Loading , 1988 .

[12]  Niklaus Wirth,et al.  Algorithms + Data Structures = Programs , 1976 .

[13]  F. E. Richart,et al.  Correlation between G0 and τmax for Kaolinite Clay , 1983 .

[14]  R. D. Hryciw,et al.  Stress‐History‐Based Model for Ge of Cohesionless soils , 1993 .

[15]  R. Reyment,et al.  Statistics and Data Analysis in Geology. , 1988 .

[16]  R. Dobry,et al.  Effect of Soil Plasticity on Cyclic Response , 1991 .

[17]  S. Kramer Geotechnical Earthquake Engineering , 1996 .

[18]  Peter Grassberger On Efficient Box Counting Algorithms , 1993 .

[19]  Roman D. Hryciw SMALL-STRAIN-SHEAR MODULUS OF SOIL BY DILATOMETER , 1990 .

[20]  B. Mandelbrot How Long Is the Coast of Britain? Statistical Self-Similarity and Fractional Dimension , 1967, Science.

[21]  Norman R. Draper,et al.  Applied regression analysis (2. ed.) , 1981, Wiley series in probability and mathematical statistics.

[22]  R. Campanella,et al.  Field Methods for Dynamic Geotechnical Testing: An Overview of Capabilities and Needs , 1994 .

[23]  D. Roach,et al.  Dimensionality analysis of patterns: fractal measurements , 1993 .

[24]  Benoit B. Mandelbrot,et al.  Fractals in Geophysics , 1989 .

[25]  Interpretation of Large-Strain Seismic Cross-Hole Tests , 1997 .

[26]  Jean H. Prevost,et al.  Shear Stress-Strain Curve Generation from Simple Material Parameters , 1990 .

[27]  J. Brickmann B. Mandelbrot: The Fractal Geometry of Nature, Freeman and Co., San Francisco 1982. 460 Seiten, Preis: £ 22,75. , 1985 .

[28]  I. Ishibashi,et al.  UNIFIED DYNAMIC SHEAR MODULI AND DAMPING RATIOS OF SAND AND CLAY , 1993 .

[29]  H. Saunders,et al.  Book Reviews : THIN SHELL STRUCTURES - THEORY, EXPERIMENT & DESIGN Edited by: Y. C. Fung & E. E. Sechler Prentice-Hall Inc., Englewood Cliffs, New Jersey (1974) , 1976 .