- (a): Tất cả cỏc thụng số đỊu theo thiết kế thi công
cầu vợt đờng sắt Hoàng Long, QL1Acầu vợt đờng sắt Hoàng Long, QL1A
cầu vợt đờng sắt Hoàng Long, QL1Acầu vợt đờng sắt Hoàng Long, QL1A cầu vợt đờng sắt Hoàng Long, QL1A cầu vợt đờng sắt Hoàng Long, QL1A
1.334
QUOC LO 1A, DUONG DAU CAU VUOT HOANG LONGKm0+600 ~ Km06720, PVD 1.2m, D=7m , Hd=4m, 10cm/ngay Km0+600 ~ Km06720, PVD 1.2m, D=7m , Hd=4m, 10cm/ngay Fil e Name: HL01H1T 0.sl p
Anal ysis Method: Bi shop 1
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 1.31
1-2'
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 1.5787 1-1'
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 1.7607 EB
Soil Model: Mohr-Coulomb Unit Weight: 2.1 Cohesion: 6.2 1 EB 1-2' 1-1' 1-2' 1 1.008
QUOC LO 1A, DUONG DAU CAU VUOT HOANG LONGKm0+600 ~ Km06720, PVD 1.2m , D=7m , Hd=6m , 10cm/ngay Km0+600 ~ Km06720, PVD 1.2m , D=7m , Hd=6m , 10cm/ngay Fil e Nam e: HL01H2T 0.sl p
Anal ysis Method: Bi shop
1
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 1.31
1-2'
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 1.9321 1-1'
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 2.3847 EB
Soil Model: Mohr-Coulomb Unit Weight: 2.1 Cohesion: 6.2
1 1-2' 1-1' 1-2' 1
EB
0.848
QUOC LO 1A, DUONG DAU CAU VUOT HOANG LONGKm0+600 ~ Km06720, PVD 1.2m, D=7m , Hd=8m, 10cm/ngay Km0+600 ~ Km06720, PVD 1.2m, D=7m , Hd=8m, 10cm/ngay Fil e Nam e: HL01HeT 0.sl p
Anal ysis Method: Bi shop
1
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 1.31
1-2'
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 2.3015 1-1'
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 3.1214 EB
Soil Model: Mohr-Coulomb Unit Weight: 2.1 Cohesion: 6.2
1-2' 1-1' 1-2' 1
EB
Hỡnh D-4 Kết quả tớnh toỏn hệ số ổn định trợt khi vừa đắp xong với tốc độ v=10cm/ngày Từ trờn xuống: chiều cao đắp Hd=4m; 6m và 8m
1.427
1 1-2' 1-1' 1-2' 1
QUOC LO 1A, DUONG DAU CAU VUOT HOANG LONGKm0+600 ~ Km06720, PVD 1.2m , D=7m , Hd=4m , 5cm /ngay Km0+600 ~ Km06720, PVD 1.2m , D=7m , Hd=4m , 5cm /ngay Fil e Nam e: HL02H1T 0.sl z
Anal ysis Method: Bi shop
1
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 1.31
1-2'
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 1.8 1-1'
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 2.14 EB
Soil Model: Mohr-Coulomb Unit Weight: 2.1 Cohesion: 6.2
EB
1.110
1 1-2' 1-1' 1-2' 1
QUOC LO 1A, DUONG DAU CAU VUOT HOANG LONGKm 0+600 ~ Km 06720, PVD 1.2m , D=7m, Hd=6m , 5cm /ngay Km 0+600 ~ Km 06720, PVD 1.2m , D=7m, Hd=6m , 5cm /ngay Fil e Nam e: HL02H2T 0.sl z
Anal ysis M ethod: Bi shop 1
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 1.31
1-2'
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 2.27 1-1'
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 3.03 EB
Soil Model: Mohr-Coulomb Unit Weight: 2.1 Cohesion: 6.2
0.940
1 1-2' 1-1' 1-2' 1
QUOC LO 1A, DUONG DAU CAU VUOT HOANG LONGKm 0+600 ~ Km 06720, PVD 1.2m , D=7m, Hd=8m , 5cm/ngay Km 0+600 ~ Km 06720, PVD 1.2m , D=7m, Hd=8m , 5cm/ngay Fil e Nam e: HL02HeT 0.sl z
Anal ysis M ethod: Bi shop 1
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 1.31
1-2'
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 2.68 1-1'
Soil Model: Undrained (Phi=0) Unit Weight: 1.54 Cohesion: 3.91 EB
Soil Model: Mohr-Coulomb Unit Weight: 2.1 Cohesion: 6.2
Hỡnh D-5 Kết quả tớnh toỏn hệ số ổn định trợt khi vừa đắp xong với tốc độ v=5cm/ngày Từ trên xng: chiỊu cao đắp Hd=4m; 6m và 8m