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Particle Size Classification Name of Organization Grain size (mm) Sand Gravel Silt Clay Massachusetts Institute of Technology (MIT) 1). 2 to 0.06 2)_ <0.002 3). >2 2 to 0.05 0.05 to <0.002 0.02 American Association of State Highway and 4)_ Transportation Officials 5). 6) 7)_ (AASHTO) Unified Soil Classification System (USCS) 76.2 to 4.75 to Fines (i.e., silts and clays) 4.75 0.075 8). <0.075 9). 10).

Particle Size Classification Name of Organization Grain size (mm) Sand Gravel Silt Clay Massachusetts Institute of Technology (MIT) 1). 2 to 0.06 2)_ <0.002 3). >2 2 to 0.05 0.05 to <0.002 0.02 American Association of State Highway and 4)_ Transportation Officials 5). 6) 7)_ (AASHTO) Unified Soil Classification System (USCS) 76.2 to 4.75 to Fines (i.e., silts and clays) 4.75 0.075 8). <0.075 9). 10).

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Particle Size Classification Name of Organization Grain size (mm) Sand Gravel Silt Clay Massachusetts Institute of Technology (MIT) 1)L 2 to 0.06 2)_ <0.002 3). >2 2 to 0.05 0.05 to <0.002 0.02 American Association of State Highway and Transportation Officials 4) 5) 6) 7) (AASHTO) Unified Soil Classification System (USCS) 76.2 to 4.75 to Fines (i.e., silts and clays) 4.75 0.075 8). <0.075 9). 10).
Transcribed Image Text:Particle Size Classification Name of Organization Grain size (mm) Sand Gravel Silt Clay Massachusetts Institute of Technology (MIT) 1)L 2 to 0.06 2)_ <0.002 3). >2 2 to 0.05 0.05 to <0.002 0.02 American Association of State Highway and Transportation Officials 4) 5) 6) 7) (AASHTO) Unified Soil Classification System (USCS) 76.2 to 4.75 to Fines (i.e., silts and clays) 4.75 0.075 8). <0.075 9). 10).
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