Index
is not a characteristic soil property
values
‘at-rest’ earth pressure
“Principles of Soil Mechanicsndash”
“see it to solve it”
100 000 gallon fuel tank
1909 engineering text
1g gravity environment
2010 AASHTO Bridge Design Specifications
22nd Terzaghi Lecture
3 Ns equation
50% reduction of Schmertmann method settlement caused by preloading
a (stress exponent)
A. L. Bell. See Bell
AASHTO 1999 drilled shaft manual
AASHTO LRFD design
AASHTO LRFD design procedures
AASHTO Soil Classification System
AASHTO T-236. See direct shear test
AASHTO Table 10.5.5.2.3-1 driven pile resistance factors
above the liquid limit
active earth pressure
actual shearing surface after conducting a direct shear test
additional 30 credit hours
ADOT LRFD design policy document SF-1
ADOTs Drilled Shaft Design Policy DS-1
advanced material
advanced practice
advanced topics
advantages of the Coulomb equation
aerial photographs
aggregate
agricultural water content
air–water interface membrane
Akira Asaoka. See Asaoka
Albert Atterberg. See Atterberg
Albert Einstein. See Einstein
Albuquerque Soil Mechanics Series
Albuquerque Soil Mechanics Series, ASMS
Albuquerque, New Mexico
alignment error
All People's Park
allowable bearing pressure
value based on acceptable settlement
for 1 inch of settlement
allowable ...
