9 Select the correct statement. Uniformity coefficient does not affect strength and stability A uniform soil has less strength and stability than a non-uniform soil 30 Uniformity coetficient of a poorly graded soil is more than that of a well graded soil A uniform soil has more strength and stability than a non-uniform soil O Leave blank

9 Select the correct statement. Uniformity coefficient does not affect strength and stability A uniform soil has less strength and stability than a non-uniform soil 30 Uniformity coetficient of a poorly graded soil is more than that of a well graded soil A uniform soil has more strength and stability than a non-uniform soil O Leave blank

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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GEOTECHNICAL ENGINEERING A soil sample is oven-dried from its liquid limit state to its dry state causing a volume change of 19.68% of the dry volume. Likewise, the same soil is oven-dried from its plastic limit state to its dry state causing a volume change of 8% of the dry volume. The liquid limit and plastic limit are 60.54% and 50.37%, respectively. Determine the specific gravity of soil solids, shrinkage limit and shrinkage ratio.
Classify the following fine grained soil as per IS soil classification system. Liquid limit = 90%, Plastic limit = 40%
A sample of the soil has following properties: Liquid limit= 45% Plastic limit = 25% Shrinkage limit = 17% Natural moisture content = 30% The consistency index of the soil will be?
The indicative properties of soil types A, B, and C were determined as follows: soil cil soil b 35% 20% 25% 27% 100% 2.63 49% 26% 35% 10% 45% 2.65 soil A 60% 28% 43% 40% 110% 2.7 Property Liquidity limit Plasticity limit Percentage of clay materials moisture content Degree of Shiism Specific weight Either type er 4 Its porosity is greater .5 Classify soil according to the plasticity diagram.
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Question 18 Classify the following soils using the Unified soil classification system. Give the group symbol. No. 4 = 92 No. 200 = 48 LL = 30 PL = 8 A) SP В GC SM D SC
मो Laing ४ = ম) पण्वू प्र.) Pयान ा ४) दु जनू ४) iind find F
Not Duestion 1 A-Find the specific gravity of clay soil using the following data: Weight of the sample is 15 gm. Weight of pycnometer filled by water is 92.52 gm Weight of pycnometer filled by water and contain soil sample is 102 gm B- The pycnometer filled by water and contains soil sample should be vacuum. Why?
Geotechnical engineering soil mechanics
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