GeoRiskRMousavi: Large data base by Mousavi et al. 2011

In GeoRiskR: Data and functions for Geotechnical Risk Assessment

Description

Data sets covers the shear strengths, properties from undisturbed soils by triaxial test

Arguments

cohesion	a numeric for the cohesion, in kPa
friction angle	a numeric for the inner friction angle, in degree
unit gravity	a numeric for the unit gravity, in kN/m^3

Details

The data set contains several columns : No. FC CC D10 D30 D60 Cu Cc LL Gamma W Gammad c phi, investigator, published year, rock name.

Value

Returns a matrix that contains above values for each soils included in the data set.

Note

Please read the following references for the original data (adopted from)

[1] Mousavi SM, Alavi AH, Gandomi AH, Mollahasani A. Nonlinear genetic-based simulation of soil shear strength parameters. J. Earth Syst. Sci.120(6): 1001-1022.

Author(s)

Xingzheng Wu [e-mail]

References

Wu XZ. 2013. Implementing reproducible data analysis and statistical computing for the geosciences in R. Computers and Geosciences. submitted.

Examples

	##---- Should be DIRECTLY executable !! ----
	##--	listing data.
	MousaviSet[["name"]]  ##column named "name"
	MousaviSet[1,]  ##1st row
    	
	MousaviSet[["friction.angle"]]   ##listing a matrix where the soil type = 'friction.angle'

GeoRiskR documentation built on May 2, 2019, 5:50 p.m.