#assign unit weights based on soil description
assign_unitweight <- function(description){
#COURSE SOILS - relative density terms for sands - based on ISO 14688
relative_density <- tibble::tibble(
description = c("very loose", "loose", "medium dense", "dense", "very dense"),
ID0 = c(0.00, 0.15, 0.35, 0.65, 0.85),
ID1 = c(0.15, 0.35, 0.65, 0.85, 1.00)
)
#COURSE SOILS - void ratio and rounded
void_ratio_uniformity <- tibble::tibble(
Cu = rep(c(1, 2, 5, 10), 2),
shape = rep(c("rounded", "angular"), each = 4),
emin = c(0.50, 0.40, 0.30, 0.25, 0.80, 0.65, 0.50, 0.40),
emax = c(0.80, 0.60, 0.50, 0.40, 1.30, 1.20, 0.90, 0.70),
)
10*(2.65+void_ratio_uniformity$emin)/(1+void_ratio_uniformity$emin)
10*(2.65+void_ratio_uniformity$emax)/(1+void_ratio_uniformity$emax)
#clay softness
clay_density <- tibble::tibble(
label = c("very soft", "soft", "firm", "stiff", "very stiff"),
factor0 = c(0.0, 0.2, 0.4, 0.6, 0.8),
factor1 = c(0.2, 0.4, 0.6, 0.8, 1.0)
)
}
#stress_profile <- function(
thickness <- c(20, 21, 18)
unitweight <- 20
surcharge <- 10
zsurface <- 0
zw = NULL
#create tibble with stresses
ds <- tibble::tibble(
z0 = zsurface + c(0, cumsum(utils::head(thickness, -1))),
z1 = zsurface + cumsum(thickness),
gammab = surcharge,
q = c(surcharge, rep(0, length(thickness) - length(surcharge))),
sigv0 = cumsum(q) + cumsum((z1 - z0)*gammab),
sigv1 = 1
)
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