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geotech (version 1.0.2)

AASHTO: AASHTO Soil Classification (AASHTO Group Classification)

Description

Classifies soil using the American Association of State Highway and Transportation Officials (AASHTO) Soil Classification System. Inorganic soil classification using the AASHTO method. 1 December 2015

Usage

AASHTO(
  sieve = NA,
  size = NA,
  percent = NA,
  metric = NA,
  p10 = NA,
  p40 = NA,
  p200 = NA,
  LL = NA,
  PL = NA,
  PI = NA,
  NP = NA
)

Value

AASHTO group classification

Arguments

sieve

= vector of sieve numbers (according to ASTM D422) in grain-size distribution [Grain-size parameter]

size

= vector of grain sizes (in or mm) in distribution [Grain-size parameter]

percent

= vector of percent passing in grain-size distribution [Grain-size parameter]

metric

= logical variable for grain-size distribution: TRUE for metric units (mm), FALSE for English units (in); only required if "size" is supplied [Grain-size parameter]

p10

= percent passing #10 sieve [Grain-size parameter]

p40

= percent passing #40 sieve [Grain-size parameter]

p200

= percent passing #200 sieve [Grain-size parameter]

LL

= liquid limit (percent) [Plasticity parameter]

PL

= plastic limit (percent) [Plasticity parameter]

PI

= plasticity index (percent) [Plasticity parameter]

NP

= logical variable indicating whether the soil is nonplastic (TRUE or FALSE) [Plasticity parameter]

Author

Kyle Elmy and Jim Kaklamanos

Examples

Run this code
AASHTO(p10 = 51, p40 = 30, p200 = 15, LL = 40, PI = 10)

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