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- せせら かわらい
- 5 years ago
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12 C L C L 4.5m 3.0m
13 10% 25% 50% 90% 75% 50% N N N
14 90% 90% 10% 10% % 10%
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25 :49kN :17 :17kN
26 CBR CBR CBR
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39 5 3,000 / 3,000 /mm /mm 1.2mm 89dB 190dB
40 3,000 3,000 /mm 20% 20% 20% 20%
41 5cm 5cm 5cm 5cm mm 8mm 20% 20%
42 5 5,000 / 3,000 /mm /mm 2.4mm 6
43 3,000 3,000 /mm 23%
44 cm 5cm
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48 TA CBR CBR TA 49kN 49kN
49 1,500 1, N1 7,000 7, N2 30,000 30, N3 150, , N4 1,000,000 1,000, ,000 1,000 N5 7,000,000 7,000,000 1,000 1,000 3,000 3,000 N6 35,000,000 35,000,000 3,000 3,000 N7
50 10,000 1, T T T 1,000 1,000 10, ,000 1,000,000 10,000, ,000, T 250 1,000 T 3,000
51 TA N1 N2 30,000 N1 N2
52 ,500 4,500 1,500 1,500 11,000 11,000 7,000 7,000 39,000 39,000 30,000 30,000 30,000 30,000 30,000 30, TA TA cm cm N1 50% 50% N2 50% 50% L N3 50% 50% M-25 C-30 M-25 C-30 C-20 M-25 M-25 C-20 4cm 8cm 15cm 5cm 10cm 10cm 4cm 8cm 9cm 3cm 8cm 8cm CBR=4 CBR=4 CBR=4 CBR=4
53 90% 75% 50% 0.16 /CBR 0.3 TA = 3.84N 0.16 /CBR /CBR 0.3 TA = 3.43N 0.16 /CBR /CBR 0.3 TA = 3.07N 0.16 /CBR 0.3 TA : cm N : 49kN CBR : CBR
54 cm cm TA cm cm AS AS AS AS 50% 50% 75% 75% 90% 90% CBR=4 CBR=
55
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57 TA0 A0 t cmta TA0A0
58 5cm 0.6 5cm 0.6 5cm 1.0 5cm cm cm cm cm cm 0.65 TA0=15.75 TA=31.05 CBR 6 TA TA0 A0= OK CBR 6
59 S4 S3 S2 S1 3, , ,000,000 2,400,000 1,100, ,000
60 mm DS 4,700 4,700 17kN
61 90% 17kN TA = 1.95N0.16 CBR 0.3
62 T , ,000 N3 50% 50% TA S T ,100,000 1,100,000 N3 75% 75% TA S T 3,000 3, ,400,000 2,400,000 N3 90% 90% TA S3 3,000 3,000 T 3,014 3,014 11,000,000 11,000,000 N4 90% 90% TA S4 17kN 17kN TA
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65 20% 20% 15mm
66 %
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72 49kN N fa = a1 N fa = a1 (C) a a2 tt E a3 N f a 49kN t E MPa C
73 49kN 15mm N fs = s1 N fs = s1 ( s s2 z ) N fs :49kN z s1, s2 AI AI
74 N R = = k i i, fa i a N N k D 1 1 = = k i i fs, i s N N k D 1 1 a fa,d D N 1 = s d fs D N 1, = N N N N R d fs R d fa ) ( ) (,, γ γ
75 90% 90% 15mm 15mm 20% 20% 14,000,000 14,000,000 1,000 1,000 3,000 3,000 / ,100 6, AS AS ,000 9, MPa MPa cm cm
76
77 1 12 AS kN 49kN kN 49kN
78 /
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84 CBR CBR 1,000 1,000
85 cm 3kg/m 2 8m 8m 10m 5m
86
87 TA0 A0 t (cm)=ta TA0(cm)= A0
88 17kN S1 S3 N1 N3 S4 N4
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91 10cm/m 2
92 CON CON
93 CON
94 CON σ = ( ν) C C 1000 log( 100L) 0. 75log( 100r ) e { 0. 18} ( h ) 1. L T f
95 CON σt = CW α E θ =f =f CON CON
96 CON 1.0 SL SL SL ((1.0 SL ) / 0.044) N Am = 10 ((1.077 SL ) / ) N Am = 10 ((1.224 SL ) / 0.118) 0 N Am = 10 FD = m i= 1 N N σi Ai ( ) 1. 0 FD γ R R
97 20 1,000 3,000 / 10cm/m 2 90% 10m
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土木工事共通仕様書（その２）
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9118 154 B-1 B-3 B- 5cm 3cm 5cm 3m18m5.4m.5m.66m1.3m 1.13m 1.134m 1.35m.665m 5 , 4 13 7 56 M 1586.1.18 7.77.9 599.5.8 7 1596.9.5 7.57.75 684.11.9 8.5 165..3 7.9 87.8.11 6.57. 166.6.16 7.57.6 856 6.6.5
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3-1. 3-2. 3-3. 3-1. 1) 1-1) =10.92m =18.20m 198.74m 2 6,480 3,800 4.5 =30 30kN/m 2 Z=0.9 1-2) G1 G2 G3 G4 1-3) G1 G2 H3 1-4) t = 12 2.5 2) 2-1) No ( ) 1 120 120 2 120 120 3 120 180 360 4 120 150 210 5
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平成20年5月 協会創立50年の歩み 海の安全と環境保全を目指して 友國八郎 海上保安庁 長官 岩崎貞二 日本船主協会 会長 前川弘幸 JF全国漁業協同組合連合会 代表理事会長 服部郁弘 日本船長協会 会長 森本靖之 日本船舶機関士協会 会長 大内博文 航海訓練所 練習船船長 竹本孝弘 第二管区海上保安本部長 梅田宜弘
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第18回海岸シンポジウム報告書
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