(d) 5% retained on No. 4 sieve, 70% passed No. 4 and re- tained on No. 200 sieve. Fines exhibited low plasticity and high dilatancy. () 90% material passed No. 4 sieve, and retained on No. 200 sieve. (e) 100% material passed No. 4 sieve, 20% retained on No. 200 sieve. Fines exhibit high plasticity. Dilatancy-none. Dry strength-high. C- 3, C,- 1. 10% passed No. 200 sieve. Fines exhibited high dilatancy.
(d) 5% retained on No. 4 sieve, 70% passed No. 4 and re- tained on No. 200 sieve. Fines exhibited low plasticity and high dilatancy. () 90% material passed No. 4 sieve, and retained on No. 200 sieve. (e) 100% material passed No. 4 sieve, 20% retained on No. 200 sieve. Fines exhibit high plasticity. Dilatancy-none. Dry strength-high. C- 3, C,- 1. 10% passed No. 200 sieve. Fines exhibited high dilatancy.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
For the data below, classify the soils according to USCS

Transcribed Image Text:(d) 5% retained on No. 4 sieve,
70% passed No. 4 and re-
tained on No. 200 sieve.
Fines exhibited low plasticity
and high dilatancy.
(e) 100% material passed No. 4
sieve, 20% retained on No.
200 sieve.
Fines exhibit high plasticity.
Dilatancy-none.
Dry strength-high.
() 90% material passed No. 4
sieve, and retained on No.
200 sieve.
C- 3, C,-1.
10% passed No. 200 sieve.
Fines exhibited high
dilatancy.
(g) 5% material retained on
No. 4 sieve, 70% passed
No. 4 sieve and retained on
No. 200 sieve.
Fines exhibited medium dry
strength, medium toughness.
Dilatancy- none.
LL - 25, PL – 15.
(h) 70% material retained on
No. 4 sieve, 27% retained
on No. 200 sieve.
c,- 5, C, = 1.5.
3/3
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