mcc_solve_triax_undrained: Predict full undrained triaxial compression test - Modified...

In GJMeijer/soilmech: R functions and plots for Soil Mechanics teaching

Predict full undrained triaxial compression test - Modified Cam-Clay

Description

Predict the full MCC behaviour for a undrained triaxial compression test

Usage

mcc_solve_triax_undrained(
  p0 = 10,
  pc = 100,
  M = 1.35,
  Gamma = 2,
  lambda = 0.115,
  kappa = 0.015,
  nu = 0.3,
  e1 = seq(0, 0.2, l = 101)
)

Arguments

p0	initial isotropic effective stress
pc	initial preconsolidation pressure
M	M-parameter
Gamma	CSL specific volume intercept
lambda	MCC compression parameters
kappa	MCC compression parameters
nu	Poisson's ratio
e1	values of axial strain at which to calculate response

Value

a tibble with stress and strain properties at each level of axial strain 'e1'

Examples

mcc_solve_triax_undrained()

GJMeijer/soilmech documentation built on May 22, 2022, 10:39 a.m.