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: 약 1.975
5. 참고 자료
토질시험, 김상규, 2004, 동명사
토질역학의 원리 (이인모) 새론
Principles of Geotechnical Engineering (Braja. M. Das) 1. 실험 목적과 방법
2. 실험 결과
3. 실험 분석
4. 결론 및 고찰
- 오차의 원인
5. 참고 자료
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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
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COMPACTION TEST)
Description of Soil : Test No. :
Location : Sample Depth :
Sample No. : Date :
Specific Gravity, : Tested by :
MOULD
Mould No.
Height of Mould ,
Diameter of Mould,
Volume of Mould,
Average
COMPATION Test No.
1
2
3
4
5
6
Weight of Wet Soil+Mould g
Weight of Mould g
Weight of
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soil(WW), g
68.47
57.99
Can+dry soil(DW), g
65.15
54.78
Wt. of can(CW), g
38.17
28.87
Water content
each
12.31
12.39
ave.
12.35
Dry density, t/m3
Tested in-place(γd)
1.90
Max.in lab(γdmax)
1.96
Relative compaction(Rc), %
96.81
▲ data sheet 흙의 현장밀도 시험
■ Abstract
■ Introduction
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Takahashi, Y., Y. Seki, Y. Tanaka, R. Oiwa, Y. Iwai, and S. Omura. 1990. Vertical distribution of microorganisms in soils. J. Actinomycetol. 4: 1-6.
12. Woodruff H. B. 1989. Fifty year\'s experience with actinomycete ecology. J. Actinomycetol. 3: 79-88.
13. 김창진, 이강현, A. Shimazu, 권오성, 박동진
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of a pile in layered soil using the strain wedge model. J. of Geotechnical and Geoenvironmental Engineering, Asce, 124(4), 303-315.
Broms, B. B. (1964). Lateral resistance of piles in cohesive soils. ASCE, 90(2), 27-63.
Broms, B. B. (1964). Lateral resistance of piles in cohesionless soils. ASCE, 90
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of nanogram quantities of nonvolatile organic carbon. Anal. Chem. 77:6519527.
Singleton, D.R., S.N. Powell, R. Sangaiah, A. Gold, L.M. Ball, and M.D. Aitken. 2005. Stable-isotope probing of bacteria capable of degrading salicylate, naphthalene, or phenanthrene in a bioreactor treating contaminated s
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Soils, Proc. ASCE, 4th Pan American Conf. Soil Mechs. Found. Engrg.,San Juan, P. R.
13. E. Hoek & J. W. Bray, 1981, Rock slope Engineering, The Institution of Mining and Metallurgy. London.
영 문 초 록
For making the road and the land for the houses which has a high efficiency, we should theft the
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