Lecture No. 4 Flashcards

(36 cards)

1
Q

_______ is the arrangement of different soils
with similar properties into groups and subgroups
based on their application.

A

Soil classification

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
2
Q

Soils may be classified in a general way as:

A
  • Cohesive vs. cohesionless
  • Fine- grained vs. coarse grained
  • Residual vs. Transported
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
3
Q

A more _____ classification is necessary to determine
the suitability of a soil for specific engineering purposes.

A

refined

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
4
Q

A number of classification systems have been
proposed since the ______

A

1st quarter of the 20th century

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
5
Q

Most of the soil classification systems that
have been developed for engineering
purposes are based on simple index properties
such as ______ distribution and
_______.

A

particle-size, plasticity

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
6
Q

A soil classification system represents, in effect, a
_______ of communication between engineers.

A

language

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
7
Q

Classification systems are used to group soils in
accordance with their general behavior under

A

given
physical conditions

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
8
Q

This led to classifying soil by _____, and each agency
(Like FAA, AASHTO, USBR) has in mind specific use
for the soils.

A

use

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
9
Q

Soil Classification Systems

A
  1. Textural Classification System
  2. AASHTO Classification System
  3. Unified Soil Classification System
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
10
Q

In the textural classification system, the soils are
named after their ______

A

principal components

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
11
Q

Generally the term texture is refereed wholly to the
______ characteristics of the soil particles.

A

size

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
12
Q

______ soil particles with some small particles will give
COARSE-APPEARNCE or COARSE-TEXTURED soil

A

Large

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
13
Q

_______ particles give a MEDIUM TEXTURED soil.

A

Smaller

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
14
Q

_______ particles give FINE-TEXTURED soil.

A

Fine-grained

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
15
Q

is soil composed of sand ,
silt ,and clay in relatively even
concentration (about 40-40-20%
concentration, respectively) .

A

Loam

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
16
Q

The chart is based on only the fraction of soils that
passes through

A

No. 10 sieve (opening = 2 mm).

17
Q

If a certain percentage of the soil particles are ______ 2
mm in diameter, then a correction will be
necessary.

18
Q

The chart in concrete technology called

A

Feret Triangle.

19
Q

TCS does not consider ______ which to great
extent influences the physical properties of soils

20
Q

was
originally developed in the late 1920’s (1929) by the
U.S. Bureau of Public Roads (BPR) for the
classification of soils for highway subgrade use.

A

AASHTO soil classification system

21
Q

It was developed as a result of the
work of _______
in the 1920’s

22
Q

AASHTO Adopted by Bureau of Public Roads in
____

23
Q

AASHTO : Acronym of

A

American Association of State
Highway and Transportation Officials.

24
Q

AASHTO went through various revisions since _____, and the
classification system received its last revision in
_______

25
AASHTO Tests Required:
* Grain-size analysis * Liquid Limit * Plastic Limit
26
This system was developed by Arthur Casagrande in 1942 for use in the air field construction works undertaken by the Army Corps of Engineers during WW II.
Unified Classification System
27
To make it applicable to ____ and other constructions besides airfields, it was revised in 1952 in cooperation with the USBR.
DAMS
28
The system was last revised in _____ by the ASTM by the addition of a GROUP NAME to the group symbol. This modification has not been adopted by some agencies which use USCS to classify soils
1984
29
ASTM Test Designation
D-2487
30
This system is the most popular soil classification system among geotechnical engineers.
Unified Classification System
31
This system classifies soils under three broad categories:
1. Coarse-grained soils < =50% passes sieve No. 200 2. Fine-grained soils > 50% passes sieve No. 200 3. Organic
32
Criteria for USCS
a. Grain size b. Cu , Cc c. Plasticity (Plasticity chart)
33
All soils are classified into ______each group is designated by two letters called a GROUP SYMBOL
15 groups
34
The first letter of the group symbol is termed the _____ and the second letter is termed the _____
PREFIX, SUFFIX
35
The classification of organic soils such as OL, OH, and Pt has been provided in the USCS. In AASHTO system, there is no place for organic soils.
(A-8 has been taken out).
36
In AASHTO PI is used to distinguish between silt and clay (LL appears only in distinguishing A-7-5 and A-7-6). In USCS both PI and LL (______) are used
plasticity chart