Module 1 Flashcards
1
Q
Engineering Classes of Soil
A
BOULDER
COBBLE
GRAVEL / STONE
SAND
- Good load-bearing quality
- Permeable - easy to drained, water easily absorb
- Not subjected to change in strength & volume due to variation to water content
- Comparatively incompressible under static load, however loose granular materials may undergo a considerable change in volume, when subjected to vibratory load
2
Q
Types of Soil
A
a) Coarse
b) Medium
c) Fine
- Coarse
- Medium
- Fine
3
Q
RETAINED
A
12”
3
#10
- Courses
- 3/8”
- # 10
- # 200
- # 40
4
Q
PASSING
A
12”
3
3/8”
#10
#10
- More
5
Q
Engineering Classes of Soil
A
BOULDER
COBBLE
GRAVEL / STONE
SAND
- Good load-bearing quality
- Permeable - easy to drained, water easily absorb
- Not subjected to change in strength & volume due to variation to water content
- Comparatively incompressible under static load, however loose granular materials may undergo a considerable change in volume, when subjected to vibratory load
6
Q
Types of Soil
A
a) Coarse
b) Medium
c) Fine
- Coarse
- Medium
- Fine
7
Q
RETAINED
A
12”
3
#10
- Courses
- 3/8”
- # 10
- # 200
- # 40
8
Q
PASSING
A
12”
3
3/8”
#10
#10
- More
9
Q
0.19444444444444442
A
10
Q
CONSTRUCTION MATERIALS & TE.. 00
A
11
Q
Module 1 - Soil Engineering & Sampling
A
12
Q
Module 1 - Soil Engineering & Sa
A
13
Q
mpling.pdf
A
14
Q
12
A
15
Q
Engin
A
16
Q
BOU/DER
A
17
Q
coBLE
A
18
Q
GRAVEL/ STONE
A
19
Q
a.) Coarse
A
20
Q
Stream
A
21
Q
b.) Medium
A
22
Q
SAND
A
23
Q
c.) Fine
A
24
Q
a) Coarse
A
25
Q
b) Fine
A
26
Q
> No plasticity
A
27
Q
> Crunchy under foot
A
28
Q
BOULDER
A
29
Q
COBBLE-
A
30
Q
GRAVE ST
A
31
Q
a)oarse
A
32
Q
Medium
A
33
Q
) Fine
A
34
Q
TYPE
A
35
Q
RETAINED
A
36
Q
Courses
A
37
Q
sses of Soil
A
38
Q
12”
A
39
Q
3
A
40
Q
10
A
41
Q
1
A
42
Q
►Rounded or angular passing 75mm (3”) sieve & retained in the 2.0mm (#10) sieve
A
43
Q
No cohesion
A
44
Q
3/8”
A
45
Q
10
A
46
Q
200
A
47
Q
40
A
48
Q
200
A
49
Q
RETAINED
A
50
Q
ll76:
A
51
Q
12
A
52
Q
3
A
53
Q
Engineering Classes of Soil
A
