목차
1. 제목
2. 서론
3. 실험기구
4. 실험 방법
5. 실험시 주의사항
6. 결과 및 토론
7. 부록
8. 계산서
9. 참고문헌
2. 서론
3. 실험기구
4. 실험 방법
5. 실험시 주의사항
6. 결과 및 토론
7. 부록
8. 계산서
9. 참고문헌
본문내용
공한 도로가 얼마나 잘 다져졌는지 측정하는 기준이 된다.
도로의 다짐도 기준은 노체-90%이상, 노상-95%이상, 보조기층-95%이상이다.
7. 부록
⇒ 보고서 뒤에 첨부
8. 계산서
[COMPACTION TEST]
MOULD
MOULD NO
1
Height of mould, h ()
11.79
Diameter of mould, d ()
10.1
Volume of mould, ()
944.12
Average ()
944
COMPACTION test no. 1 2 3 4 5 Weight of Wet Soil+Mould ()
5355
5448
5582
5723
5710
Weight of Mould ()
3670
3670
3670
3670
3670
Weight of Wet soil, ()
1685
1778
2050
1900
1890
Wet Unit ()
1.78
1.88
2.17
2.01
2.00
Dry Unit ()
1.67
1.74
1.81
1.85
1.82
WATER CONTENT
Container No
ck-2
ck-13
김종식
ck-12
nc1-7
ng1-3
ck-11
ck-3
sb-9
gv4-2
Weight of Wet Soil+Container ()
108.87
111.33
101.03
141.51
168.43
158.14
166.09
177.12
151.39
148.60
Weight of Dry Soil+Container ()
105.35
107.90
97.50
135.23
154.74
146.83
149.02
159.23
136.40
132.74
Weight of Water ()
3.52
3.43
3.53
6.28
13.69
11.31
17.07
17.89
14.99
15.86
Weight of Container ()
53.07
52.66
54.40
57.62
43.92
55.60
52.13
56.27
56.81
48.39
Weight of Dry Soil ()
52.28
55.24
43.1
77.61
110.82
91.23
96.89
102.96
79.59
84.35
Water Content, (%)
6.73
6.20
8.19
8.09
12.35
12.40
17.62
17.38
18.83
18.80
Average Water Content, (%)
6.47
8.14
12.38
17.5
18.82
PERCENT SATURATION (비중=2.7, )
80% Saturation
(%)
11
13
15
17
19
()
1.97
1.88
1.79
1.72
1.65
100% Saturation
(%)
11
13
15
17
19
()
2.08
2.00
1.92
1.85
1.78
9. 참고문헌
1. Braja, M.D, Principles of Geotechnical Engineering, second edition, PWS Publishing company, Boston, 2004, pp.62-87
2. 김상규, 土質試驗, 동명사, 2004, pp.45-56
3. http://cafe.naver.com/gaury.cafe 4장 다짐
도로의 다짐도 기준은 노체-90%이상, 노상-95%이상, 보조기층-95%이상이다.
7. 부록
⇒ 보고서 뒤에 첨부
8. 계산서
[COMPACTION TEST]
MOULD
MOULD NO
1
Height of mould, h ()
11.79
Diameter of mould, d ()
10.1
Volume of mould, ()
944.12
Average ()
944
COMPACTION test no. 1 2 3 4 5 Weight of Wet Soil+Mould ()
5355
5448
5582
5723
5710
Weight of Mould ()
3670
3670
3670
3670
3670
Weight of Wet soil, ()
1685
1778
2050
1900
1890
Wet Unit ()
1.78
1.88
2.17
2.01
2.00
Dry Unit ()
1.67
1.74
1.81
1.85
1.82
WATER CONTENT
Container No
ck-2
ck-13
김종식
ck-12
nc1-7
ng1-3
ck-11
ck-3
sb-9
gv4-2
Weight of Wet Soil+Container ()
108.87
111.33
101.03
141.51
168.43
158.14
166.09
177.12
151.39
148.60
Weight of Dry Soil+Container ()
105.35
107.90
97.50
135.23
154.74
146.83
149.02
159.23
136.40
132.74
Weight of Water ()
3.52
3.43
3.53
6.28
13.69
11.31
17.07
17.89
14.99
15.86
Weight of Container ()
53.07
52.66
54.40
57.62
43.92
55.60
52.13
56.27
56.81
48.39
Weight of Dry Soil ()
52.28
55.24
43.1
77.61
110.82
91.23
96.89
102.96
79.59
84.35
Water Content, (%)
6.73
6.20
8.19
8.09
12.35
12.40
17.62
17.38
18.83
18.80
Average Water Content, (%)
6.47
8.14
12.38
17.5
18.82
PERCENT SATURATION (비중=2.7, )
80% Saturation
(%)
11
13
15
17
19
()
1.97
1.88
1.79
1.72
1.65
100% Saturation
(%)
11
13
15
17
19
()
2.08
2.00
1.92
1.85
1.78
9. 참고문헌
1. Braja, M.D, Principles of Geotechnical Engineering, second edition, PWS Publishing company, Boston, 2004, pp.62-87
2. 김상규, 土質試驗, 동명사, 2004, pp.45-56
3. http://cafe.naver.com/gaury.cafe 4장 다짐
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