plotly_overconsolidation_profile: Plotly calculation process of current horizontal effective...

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

Plotly calculation process of current horizontal effective stresses

Description

Function takes data for two soil profiles (current and historical when effective stress was largests) and draws soil profiles, profiles with vertical effective stress, OCR, K0 and horizontal effective stress with depth

Usage

plotly_overconsolidation_profile(
  z_soil = c(0, 4),
  z_watertable = 4,
  q = 0,
  gamma_b = c(18, 20),
  z_soil0 = NULL,
  z_watertable0 = NULL,
  q0 = 100,
  gamma_b0 = NULL,
  z_max = 10,
  z_interval = 0.1,
  gamma_w = 10,
  phi_deg = c(35, 15),
  description = "sand",
  ylab = "Depth [m]",
  mode = "lines",
  nrow = 1,
  width = 700,
  height = 350
)

Arguments

z_soil	depth of tops of current soil layer,
z_watertable	current water table level,
q	current surcharge,
gamma_b	current bulk unit weights
z_soil0	historic depths of tops of soil layers
z_watertable0	historic water table
q0	historic surcharge
gamma_b0	historic bulk unit weights
z_max	maximum depth to consider
z_interval	depth interval at which to calculate stresses
gamma_w	unit weight of water
phi_deg	angle of internal friction for current soil layers (in degrees)
description	type of current soil layers, either 'sand' or 'clay'. used to determine K0
ylab	depth axis label
mode	plotly trace mode, e.g. 'lines'
nrow	number of rows for subplots
width	width of plot
height	height of plot

Value

a plotly object

Examples

#removal of surcharge
plotly_overconsolidation_profile(q = 0, q0 = 100)

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