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Specific Gravity, : Tested by :
No. of Blows Per Layer
10
25
55
No. of Blows
time(hr)
10
25
55
Mould No
Weight of Wet Soil+Mould
Weight of Mould
Volume of Mould
Weight of Wet Soil
Wet Density
Dry Density
WATER CONTENT Before Soaking After Soaking
Test No
10
25
55
10
25
55
Container No
Weight of We
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Specific Gravity, : Tested by :
No. of Blows Per Layer
10
25
55
No. of Blows
time(hr)
10
25
55
Mould No
Weight of Wet Soil+Mould
Weight of Mould
Volume of Mould
Weight of Wet Soil
Wet Density
Dry Density
WATER CONTENT Before Soaking After Soaking
Test No
10
25
55
10
25
55
Container No
Weight of We
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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 Wet Soil,, g
Wet Unit , g/cm3
Dry Unit , g/cm3
WATER CONTENT
Container No.
Weight of Wet Soil+Cont
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content w0 =
43.95
%
함수비
물24.41
Initialdryunitweightγd0=
14.76
kN/m3
건조단위
Initial void ratio e0 =
1.31
간극비
Initial degree of saturation Sr0 =
90.59
%
포화도
Assumed final degree of saturaiton Sr =
100
%
Estimated specific gravity Gs =
2.71
비중
Final water content wf =
24.38
%
함수비
물
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content: KSF2306). 비중(Specific Gravity)
3.5 단위중량(Unit Weight)
3.6 상대밀도(Relative Density)
3.7 연경도(Atterberg Limits)
3.7.1 액성한계시험 KSF 2303
3.7.2 소성한계시험 KSF 2303
3.7.3 수축한계시험 KSF 2303
3.7.4 연경도지수
3.8 Plasticity(소성)
3.9 표면효과(S
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Specification
Specific Gravity (20/20 ) - 0.878~0.885
Freezing Point - Max. 5.0
Water - Max. 0.05%
Non-Volatile Matters - Max. 0.005%
Acidity or Alkallnity - to pass test
Total Sulfur(s) - Max. 0.001%
Subsstances Darkened by
H_2 SO_4
- to pass test
Thiophene - to pass test
Assay(by GC) - Min. 99.
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비중(比重)을 구한다. 토질 실험
1. 흙의 함수비 시험(Water content Test)
2. 흙의 비중 시험(Specific Gravity Test)
3. 입도 분석 시험
⑴ 흙의 체 분석(Sieve Analysis)
⑵ 비중계에 의한 흙의 입도 시험
4. 액 · 소성 한계시험
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Specific gravity, Urine
1.006
PH, Urine
6
Ketone, Urine
2+
R.B.C., Urine
<1
/HPF
W.B.C., Urine
1 - 4
/HPF
Squamous, Urine
<1
/HPF
Ⅳ. 결론
본 간호사례 연구를 통하여 아동의 삼출성 인두편도염에 대해서 알아보았다. 환자에게 여러 가지 과거력이나 현병력이 있을 경
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Specific Gravity of water ,
0.995828
0.996545
0.997254
Flask + Water , (g)
659.6785
659.8907
660.0859
Flask + Water + Soil, (g)
710.48
710.58
710.79
Container, (g)
344.1
Dry Soil + Container, (g)
425.05
Dry Soil (g)
80.95
Specific Gravity of soil ,
2.6762
2.6682
2.6714
2.6719
6. 결과 분석
: 온도
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Mass of porcelain dish + dry sand,
5. Mass of porcelain dish + dry sand,
6. Dry unit weight of specimen,
7. Specific gravity of soil solids,
8. Void ratio,
Velocity =
Horizontal displacement, mm
Horizontal load, N
Vertical displacement,mm
Vertical load,
N or kPa
Shear stress,
Normal stress,
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