settlement_of_shallow_foundations_on_granular_soils (Lutenegger ang DeGroot)

Table 7.3 (continued)
Reference Test Conditions Other Information
Briand and • Medium dense silty sand B =L = 1.0 m
Gibbens • D,= 55%, DF 4.5 m
(1994) • Very hard shale at D =II m
• Field Load Test
• Found Qult (log Q vs. log S)
FHWA • ~ (BST) = 28.8° B~L~0.6lm,Dw~0.3lm (2195W)
B~L~0.6lm,Dw~0.23m
Unpublished Data • Dry Unit Weight= 94 pcf (2295W)
B~L~0.92m,Dw~0.3lm (3195W)
(1994) • Field Load Tests
B~L~0.6lm,Dr=O m
• Found Qult (log Q vs. logS)
B~L~0.92m,Dr=O
B~L~0.6lm,Dr=0.6lm
B~L~0.92m,Dr=0.92m
B~L~0.6lm,Dr=0.61m,D,;>2B
B~L~0.92m,Dr=0.92m,D,;>2B
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