橡博論表紙.PDF
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- かんじ めいこ
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1 Study on Retaining Wall Design For Circular Deep Shaft Undergoing Lateral Pressure During Construction
2 Study on Retaining Wall Design For Circular Deep Shaft Undergoing Lateral Pressure During Construction
3
4
5
6 m 510 2
7 1020 K ) 5),12),13) 14),15),16),17) 3
8 1-2 1),2),3),4),10),11), 18),19) 4
9 GL-80m 8 5
10
11 7
12 8
13 9
14
15 LNG LPG 1980 GL-50m 1) 11) 12)15) 16)19) 9),14),20) 11
16 1987 1) ) 1996 Beresantsev 1/10 3),4) m m 72.92m 0.6 5) m 55.58m 0.6 6) 12
17 1987 7) 50m ) P 37m 1.5m 76m A 85m 63.5m 0.27 GL-30m GL-60m 9) ) )
18 14
19 m (2.1) 12) h(y)=h1 0.35y y (2.1) h(y) kn/m 3 h1 1cm kn/m ) m 60m 14) 17m 50m 4m8m20m50m (2.2) 15) he 1 2 R (2.2) h kn/m 3 E kn/m 2 R m 15
20 40m 5),12),21)26) 50m 9),14),20) 16
21 8), 23) 11),14) 7m 24),25) 9),14),20) 17
22 25),26) 27) 25),26) 28) 18
23 40m 50m 19
24 20
25 21
26 22
27
28 50m 40 50m 50m 24
29 1982 1) ) 3) ) ) 5) 70m
30 26
31 27
32 28
33
34 30
35
36 4-1 32
37 4-2 A A A A 200m 3 /s 131m 36.6m 2.1m 72.6m
38 GL-5.5m 10 cm/sec s6 10 cm/sec 6m 2.5m 17.5m 3.3m 6.0m 34
39 GL-72.6m 15.2m 35
40 45 GL-96.8m 10m GL-22.8m GL-68.6m 36
41 GL-59.3m GL-68.6m GL-80.3m 37
42 300kPa GL-59.3m GL-47.0m GL-68.6m 38
43 39
44 GL-68.6m Ds6 GL-80.3m 100kPaDs7 GL-95.3m 30kPa Ds6 GL-80.3m 150kPa Ds7 GL-95.3m 160kPa Ds5 GL-68.6m Ds6 GL-80.3m 280kPaDs7 GL-95.3m 250kPa Ds6 200kPa 300kPa 40
45 GL-80.3m 300kPa 11mm 6mm 41
46 0.2 70m 140kPa (2) 3) 3) 36.6m 42
47 10 10 cm/sec GL-50m 158m /day 230m /day GL-102.6m GL-131m 20m Dc8 Dc9 Ds11 Ds11 43
48 44
49 NDW-14 NDW-14 GL-80.3m 834.5kPa 556.2kPa 6.33m 2.4m
50 46 C GL-80.6m DW DW
51 4 Compensation Plane Compensation Plane Compensation Plane Compensation Plane 47
52 N/mm
53 Compensation Plane Compensation Plane 49
54 50
55
56 % 0.5 No mm mm 170 2m 52
57 53
58 10 10 cm/sec 0.4mm 2.0m 6 7 Q = K ( t t Hρ K = 12σηD Q k = LD 0 ) 3.2 (4.1) (4.2) (4.3) ' cm3/sec cm 0.04cm cm 0.002cm cm 7260cm cm 210cm Nsec/cm Nsec/cm N/cm N/cm cm/sec 54
59 cm 200cm (1) ' = 1.15cm 3 /sec cm/sec 2 k = Aw k k = ( L w) + B (4.4) (4.5) ' cm/sec cm /cmsec cm/sec cm/sec cm '0.26cm/sec cm/sec (1) 230m /day GL-57.4m GL-102.6m Ds5Ds m 55
60 Ds5 Ds7 3 56
61 150m 5cm 230m /day cm/sec Ds6 570kPa 556.2kPa A D 595kPa 625kPa 659.6kPa 691.1kPa C C C C A D 57
62 600kPa 650kP 200kPa 200kPa 160kPa 200kPa 300kPa 400kPa 500kPa 570kPa C 600kPa A D Ds6 10 cm/se 10kPa 58
63 59
64 10 cm/sec DW DW 60
65 LNG FEM FEM 61
66 - cm/sec 62
67 63
68
69 65 50m 1)
70 66
71 67
72 AE k r = 2 r r MN/m 2 /m MN/m 2 A m 2 k r p + p = 2 4 pr pr + AE 12 r 4 ( EI k ) s r MN/m 2 /m s MN/m 3 MN/m 2 A m 2 m 4 MPa MPa 68
73 69
74 5) 70
75 1/2 4) 71
76
77 -2 73
78 74
79 -1 75
80 -2 76
81 Winkler 77
82 78
83 79
84 80
85 81 (1)
86 (2) a) b) c) 82
87
88
89 85
90 86 50m 70m
91 1),2) 3) 4) 10m 6) 7) 1) 10m 70m 0.8m2.8m 8) 2m 87
92 140m 2.0m 24N/mm 2. 4), 10% 88
93 FEM 0.5m0.5m m32 20m64 30m96 Z Y X 89
94 a) 10m 20m 30m b) 90
95 91
96 92 -
97 MNm 93
98 94
99 70m 2m 70m 140m 2.0m 24N/mm 2 4), 10% 95
100 10m20m30m 20MN/m 3 96
101 a) 10m. 20m 0 30m
102 10m 20m 98
103 30m 99
104 b) 10m 20m m
105 101
106 102
107 c) d) 10m 20m 30m 10m 20m 30m 103
108 10m 20m 90 20m 5 104
109 (2) 70m, 20m a) 0 200MN/m 3 200MN/m 3 200MN/m MN/m 3 200MN/m 3 105
110 0 106
111 107
112 b) 200MN/m 3 90% 60 c) 200MN/m 3 5MN/m 3 20MN/m 3 200MN/m 3 108
113 5MN/m 3 20MN/m 3 200MN/m 3 109
114 200MN/m 3 5MN/m 3 20MN/m 3 20MN/m 3 200MN/m
115 20MN/m 3 10m 20m 30m 111
116 a) 10m 4 20m 30m 0 112
117 10m 20m 113
118 30m 114
119 b) 10m 20m 30m 20m 20m 115
120 116
121 117
122 10m 20m 30m 10m m 10m m
123 119
124 20m 70m 20m 20 1) 20 70m 120
125 70m, 20m 200MN/m 3 200MN/m 3 121
126 122
127 123
128 70m 20MN/m 2 10m20m30m a) 10m 20m 30m 124
129 10m 20m 125
130 30m mm 126
131 b) 10m m 10 30m
132 10m 20m 128
133 30m 129
134 c) 10m 20m 10m 30 30m m 130
135 ( 10m) ( 20m) 131
136 ( 30m) 132
137 d) 10m 20m 30m 10m 10 20m 10m m 35 10m 20m 30m 133
138 10m 20m 20m
139 10% 135
140
141 a) 90 10m 30m 70m 10m 0 20m m 0 50m 137
142 138
143 139
144 b)
145 141
146 142
147 ) m -0.41MNm -0.21MNm 143
148 144
149 145
150 d) 10m 20m 0 10m 20% 20m 30m
151 10m 20m 147
152 30m 148
153 10m 20m 149
154 30m 150
155 e) 10m 5% % 30m 2.7% 10m 10m 10m 151
156 10m 5% 20m 30m
157 (1) 10m 10m
158 20m 70m 70m
159 20m 155
160 No.541,pp87-98, pp , pp , pp ,
161
162 50m 158
163 1) 50m 250mm 240mm 4.0mm 159
164 160
165 2) 10m 2) 161
166 200kPa 160kPa 2) 120mm
167 mm 40mm 40mm AD 163
168 164
169 a) 1 D 2 A C D B A C B D A C B D 165
170 166
171 N 167
172 b) A C B D 1 A C B D A C B D A C B D 2 A C B D A C B A D C 168
173 169
174 Nmm 170
175 3 24N 17N A C 171
176 3 172
177 No.541,pp87-98,
178
179 175
180 176
181 177
182 1) (8.4) k 3 Ds = H (8.1) y y 1 2 h y = f + ( A A + A A ) EIβ 3 Hh 3EI (8.2) y 2 1 = 2EIβ 3 [ e βl ( A cosβl + A βl + e ( A cosβl + A sin βl) sin βl)] (8.3) 1 f = EIβ ( A A ) 3 (8.4) 3Ds MN/m H MN m (m) 1 m 178
183 2 m m MN/m 2 m 4 A1A2A3A4 1/m H 2 βl 4 βl A = [(1 sin 2βl) e e ] 1 βhh [(cos 2βl + sin 2βl) e 2 βl e 4 βl ] (8.5) H 2βl A = [(1 cos2βl) e ] 2 βhh [(2 cos2βl + sin 2βl) e 2 βl e 4 βl ] (8.6) H 2 βl A = [1 (1 + sin 2βl) e ] 3 βhh + [1 (cos 2βl + sin 2βl) e 2 βl ] (8.7) H 2 βl A = [(1 cos 2βl) e ] 4 βhh [1 (2 cos 2βl + sin 2βl) e 2 βl ] (8.8) = βl 4 βl ( 2 cos 2βl ) e + e (8.9) (8.10) 179
184 h = k π β R1 (8.10) l = k π β R 2 (8.11) 0.5 R1 R2 180
185 70m 20MN/m 2 10m20m30m 181
186 a) 10m 20m 30m
187 10m 20m 183
188 30m mm 184
189 b) 10m 20m 30m 185
190 10m 20m 186
191 30m MN 187
192 c) 10m 20m 3 30m 188
193 10m) 189
194 190
195 d) 10m 20m 30m 10m 20m 10m 8 30m 7% 10m 20m 30m 191
196 2 20MN/m 2 30m m 30m 192
197
198 ( d x) θ = ω / { 4c + 0.7( C s φ) } σ se / Es ω = κ { c + 0. ( C φ) } Kθ = M θ = Es I cr κn 4 7 s 194
199 E k = 3.7D ν c 2 ( 1 ) c (8.16)QKi i s s 3 K = Q δ 2E I β β = 4 kd 4E I s s Q Is Ks Ks 1K1+2K2/ Ks 1 K1 2 K2 195
200 20m 30m 196
201
202
203 (1)
204 (2) - cm/sec 200
205 (3) 10m 10m
206 20m 70m 70m 202
207 10 20m (4) 203
208 (5) 20m 30m 204
66 σ σ (8.1) σ = 0 0 σd = 0 (8.2) (8.2) (8.1) E ρ d = 0... d = 0 (8.3) d 1 NN K K 8.1 d σd σd M = σd = E 2 d (8.4) ρ 2 d = I M = EI ρ 1 ρ = M EI ρ EI
65 8. K 8 8 7 8 K 6 7 8 K 6 M Q σ (6.4) M O ρ dθ D N d N 1 P Q B C (1 + ε)d M N N h 2 h 1 ( ) B (+) M 8.1: σ = E ρ (E, 1/ρ ) (8.1) 66 σ σ (8.1) σ = 0 0 σd = 0 (8.2) (8.2) (8.1) E ρ d = 0... d = 0 (8.3)
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63 3 Section 3.1 g 3.1 3.1: : 64 3 g=9.85 m/s 2 g=9.791 m/s 2 36, km ( ) 1 () 2 () 3 9.8 m/s 2 3.2 3.2: : a) b) 5 15 4 1 1. 1 3 14. 1 3 kg/m 3 2 3.3 1 3 5.8 1 3 kg/m 3 3 2.65 1 3 kg/m 3 4 6 m 3.1. 65 5
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38 5 Cauchy.,,,,., σ.,, 3,,. 5.1 Cauchy (a) (b) (a) (b) 5.1: 5.1. Cauchy 39 F Q Newton F F F Q F Q 5.2: n n ds df n ( 5.1). df n n df(n) df n, t n. t n = df n (5.1) ds 40 5 Cauchy t l n mds df n 5.3: t
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26 1 22 10 1 2 3 4 5 6 30.0 cm 1.59 kg 110kPa, 42.1 C, 18.0m/s 107kPa c p =1.02kJ/kgK 278J/kgK 30.0 C, 250kPa (c p = 1.02kJ/kgK, R = 287J/kgK) 18.0 C m/s 16.9 C 320kPa 270 m/s C c p = 1.02kJ/kgK, R = 292J/kgK
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