ECIV 330 TEST 1 Chapter 5 Questions with Complete Solutions, Exams of Advanced Education

ECIV 330 TEST 1 Chapter 5 Questions with Complete Solutions

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ECIV 330 TEST 1 Chapter 5 Questions with Complete
Solutions
Soil classification systems provide a common language to express
concisely Correct Answer-(d) general characteristics of soils.
The soil classification systems are mainly based on Correct Answer-(a)
grain-size distribution and plasticity of soils
Which of the following soil classification systems does not consider the
plasticity of soils? Correct Answer-(b) Textural classification system
The texture of soil refers to its Correct Answer-(d) surface appearance.
If the particle size distribution of a soil shows 30% sand, 40% silt and
30% clay-size particles, its textural classification is Correct Answer-(a)
clay loam.
American Association of State Highway Officials (AASHTO)
classification system was developed in Correct Answer-(b) 1929.
According to the American Association of State Highway Officials
(AASHTO)
classification system, soil is classified into Correct Answer-(c) 7
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ECIV 330 TEST 1 Chapter 5 Questions with Complete

Solutions

Soil classification systems provide a common language to express concisely Correct Answer-(d) general characteristics of soils. The soil classification systems are mainly based on Correct Answer-(a) grain-size distribution and plasticity of soils Which of the following soil classification systems does not consider the plasticity of soils? Correct Answer-(b) Textural classification system The texture of soil refers to its Correct Answer-(d) surface appearance. If the particle size distribution of a soil shows 30% sand, 40% silt and 30% clay-size particles, its textural classification is Correct Answer-(a) clay loam. American Association of State Highway Officials (AASHTO) classification system was developed in Correct Answer-(b) 1929. According to the American Association of State Highway Officials (AASHTO) classification system, soil is classified into Correct Answer-(c) 7

According to the AASHTO soil classification system, granular materials have Correct Answer-(a) 35% or less passing through 75 μm sieve. According to the AASHTO soil classification, the general subgrade rating for soils of group A-4, A-5, A-6 and A-7 is Correct Answer-(b) fair to poor. According to the AASHTO soil classification, the term silty is applied when the fine fractions of soil have a plasticity index of Correct Answer-(b) 10 or less. Group index (GI) is defined in terms of Correct Answer-(a) percent passing 75 μm. (b) liquid limit. (c) plasticity index. If the calculated value of GI is negative, it is taken as Correct Answer- (a) 0.

. If the calculated value of GI is 3.5, it is taken as Correct Answer-(c) 4. The group index of soils belonging to group A-3 is always Correct Answer-(a) 0.