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
AASHTO(
sieve = NA,
size = NA,
percent = NA,
metric = NA,
p10 = NA,
p40 = NA,
p200 = NA,
LL = NA,
PL = NA,
PI = NA,
NP = NA
)AASHTO group classification
= vector of sieve numbers (according to ASTM D422) in grain-size distribution [Grain-size parameter]
= vector of grain sizes (in or mm) in distribution [Grain-size parameter]
= vector of percent passing in grain-size distribution [Grain-size parameter]
= 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]
= percent passing #10 sieve [Grain-size parameter]
= percent passing #40 sieve [Grain-size parameter]
= percent passing #200 sieve [Grain-size parameter]
= liquid limit (percent) [Plasticity parameter]
= plastic limit (percent) [Plasticity parameter]
= plasticity index (percent) [Plasticity parameter]
= logical variable indicating whether the soil is nonplastic (TRUE or FALSE) [Plasticity parameter]
Kyle Elmy and Jim Kaklamanos
AASHTO(p10 = 51, p40 = 30, p200 = 15, LL = 40, PI = 10)
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