BẢNG TÍNH NỀN ĐƯỜNG DỰ ÁN CAO LÃNHVÀM CỐNG

BẢNG TÍNH NỀN ĐƯỜNG DỰ ÁN CAO LÃNHVÀM CỐNGBẢNG TÍNH NỀN ĐƯỜNG DỰ ÁN CAO LÃNHVÀM CỐNGBẢNG TÍNH NỀN ĐƯỜNG DỰ ÁN CAO LÃNHVÀM CỐNGBẢNG TÍNH NỀN ĐƯỜNG DỰ ÁN CAO LÃNHVÀM CỐNGBẢNG TÍNH NỀN ĐƯỜNG DỰ ÁN CAO LÃNHVÀM CỐNGBẢNG TÍNH NỀN ĐƯỜNG DỰ ÁN CAO LÃNHVÀM CỐNGBẢNG TÍNH NỀN ĐƯỜNG DỰ ÁN CAO LÃNHVÀM CỐNG.

MINISTRY OF TRANSPORT Cuu Long Corporation for Investment, Development and Project Management of Infrastructure (Cuulong CIPM) Central Mekong Delta Region Connectivity Project (CMDCP) Detailed Design, Procurement and Implementation Support Services TA 7822-VIE Contract No.: 720A/CIPM-HDKT Joint Venture: FINAL REPORT, DETAILED DESIGN (ROAD) Volume V – Appendices F3 to F8 Part 1/2 Joint Venture: CDM Smith, Inc., WSP Finland Limited & Yooshin Engineering Corporation HMC Tower, 4th Floor, 193 Dinh Tien Hoang, Dakao Ward, Dist 1, HCMC Tel: (08) 3820 4391 Fax: (08) 3820 4377 23 November, 2012 Joint Venture CDM Smith, Inc., WSP Finland Limited & Yooshin Engineering Corporation Central Mekong Delta Region Connectivity Project (CMDCP) Detailed Design, Procurement and Implementation Support Services TA 7822-VIE Contract No.: 720A/CIPM-HDKT FINAL REPORT, DETAILED DESIGN (ROAD) Volume V – Appendices F3 to F8 Part 1/2 Name Position Prepared by Joseph T Souther Senior Geotechnical Engineer Reviewed by Nihal Alagoda Senior Road Design Engineer Approved by Brian Barwick Project Manager Project Manager Brian Barwick 23 November, 2012 Signature Volume Volume I Volume II Volume III(a) Volume III(b) Volume III(c) Volume III(d) Volume III(e) Volume III(f) Volume IV Volume V – Part 1/2 Volume V – Part 2/2 Volume VI Volume VII Volume VIII Volume IX(a) Volume IX(b) Volume IX(c) Volume IX(d) Volume IX(e) Volume IX(f) Volume IX(g) Volume X Volume XI Volume XII(a) – Part 1/2 Volume XII(a) – Part 2/2 Volume XII(b) Volume XII(c) – Part 1/2 Volume XII(c) – Part 2/2 Volume XII(d) – Part 1/2 Volume XII(d) – Part 2/2 Volume XII(e) – Part 1/2 Volume XII(e) – Part 2/2 Volume XII(f) Volume XII(g) – Part 1/2 Volume XII(g) – Part 2/2 Contents Report Appendix A: Design Criteria Appendix B: Geotechnical Information Appendix C: Materials Summary Appendix D1: Hydrology/Hydraulic Design Report Appendix D2: Desk Study of Rivers Appendix E: Climate Change Considerations Appendix F1-1A: Bridge Design Calculations, CW1A Appendix F1-1C: Bridge Design Calculations, CW1C Appendix F1-2A: Bridge Design Calculations, CW2A Appendix F1-2B: Bridge Design Calculations, CW2B Appendix F1-2C: Bridge Design Calculations, CW2C Appendix F1-3B: Bridge Design Calculations, CW3B Appendix F2: Transitions at Bridge Abutments, Calculations Appendix F3: Soil Parameters for Ground Treatment Appendix F4: Ground Treatment and Embankment Calculations Appendix F5: Culvert Design Calculations Appendix F6: Road Alignment Data Appendix F7: Pavement Design Calculations Appendix F8: Toll Building Design Calculations Appendix F9: Lighting and Electrical Design Calculations Appendix G1: Resettlement Plan, Dong Thap Province Appendix G2: Resettlement Plan, Can Tho City Appendix H: Social Action Plan Appendix I: HIV/AIDS and Human Trafficking Prevention Program Appendix J1: Environmental Impact Assessment (EIA) Appendix J2: Environmental Management Plan (EMP) Appendix K-1A: Cost Estimate, CW1A Appendix K-1C: Cost Estimate, CW1C Appendix K-2A: Cost Estimate, CW2A Appendix K-2B: Cost Estimate, CW2B Appendix K-2C: Cost Estimate, CW2C Appendix K-3A: Cost Estimate, CW3A Appendix K-3B: Cost Estimate, CW3B Appendix L: Bidding Document Appendix M: Specification Appendix N-1A: Drawings, CW1A – Part 1/2 Appendix N-1A: Drawings, CW1A – Part 2/2 Appendix N-1C: Drawings, CW1C Appendix N-2A: Drawings, CW2A – Part 1/2 Appendix N-2A: Drawings, CW2A – Part 2/2 Appendix N-2B: Drawings, CW2B – Part 1/2 Appendix N-2B: Drawings, CW2B – Part 2/2 Appendix N-2C: Drawings, CW2C – Part 1/2 Appendix N-2C: Drawings, CW2C – Part 2/2 Appendix N-3A: Drawings, CW3A Appendix N-3B: Drawings, CW3B – Part 1/2 Appendix N-3B: Drawings, CW3B – Part 2/2 Appendix F3 Soil Parameters for Ground Treatment        NHǦ30Interchange Mainlinekm0+000tokm3+800 (ContractPackageCW1A) GeotechnicalSubcontractor:TheHe   Central Mekong Delta Connectivity Project 80R2_1_0+100 - 0+215 SETTLEMENT CALCULATION hi (m) Po (t/m2) eo Cs Cc Pc (t/m2) dp (t/m2) Center S (cm) dp S (t/m2) (cm) Shoulder 6.18 5.79 5.43 5.10 4.81 4.55 4.32 4.10 40.6 5.1 4.5 4.5 4.7 4.9 5.3 5.6 6.0 0.20 0.59 0.94 1.23 1.46 1.64 1.78 1.88 8.3 0.4 0.4 0.4 0.4 0.4 0.9 2.2 3.2 3.90 3.72 3.54 3.38 18.2 5.3 4.8 4.3 3.8 1.96 2.01 2.03 2.05 11.0 3.0 2.8 2.7 2.5 2.05 2.04 1.0 0.5 0.5 Layer 1aOver, Subtotal S= 1.0 0.32 1.709 1.0 0.96 1.707 1.0 1.60 1.688 1.0 2.24 1.664 1.0 2.88 1.638 1.0 3.52 1.613 1.0 4.16 1.591 1.0 4.80 1.573 0.054 0.054 0.054 0.054 0.054 0.054 0.054 0.054 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 4.82 4.82 4.82 4.82 4.82 4.82 4.82 4.82 6.38 6.35 6.24 6.04 5.79 5.50 5.20 4.91 47.8 5.4 5.3 5.5 5.8 6.1 6.3 6.6 6.9 Layer 1a, Subtotal S= 1.0 5.44 1.551 1.0 6.08 1.528 1.0 6.72 1.508 1.0 7.36 1.489 - 0.58 0.58 0.58 0.58 - 4.62 4.35 4.10 3.87 20.5 6.1 5.4 4.8 4.3 3.23 3.09 1.4 0.7 0.7 dp (t/m2) Toe S (cm) Layer TK1A1, Subtotal S= 1.0 8.12 0.816 1.0 9.00 0.812 0.000 0.000 0.00 0.00 8.12 9.00 3.66 3.46 1.5 0.8 0.7 Layer 1a, Subtotal S= 1.0 9.76 1.432 1.0 10.40 1.417 1.0 11.04 1.402 1.0 11.68 1.388 1.0 12.32 1.375 1.0 12.96 1.363 - 0.58 0.58 0.58 0.58 0.58 0.58 - 3.28 3.12 2.97 2.83 2.71 2.59 14.6 3.0 2.7 2.5 2.3 2.1 1.9 2.96 2.83 2.72 2.61 2.51 2.41 13.5 2.7 2.5 2.3 2.1 2.0 1.8 2.02 2.00 1.97 1.94 1.91 1.87 10.1 2.0 1.8 1.7 1.6 1.5 1.4 Layer 4e, Subtotal S= 1.0 13.78 0.589 1.0 14.78 0.585 - 0.18 0.18 - 2.48 2.38 1.6 0.8 0.7 2.32 2.24 1.5 0.8 0.7 1.84 1.80 1.2 0.6 0.6 Total Settlement S= 86.0 75.1 31.6 1204 Central Mekong Delta Connectivity Project 80R2_1_0+100 - 0+215 CONSOLIDATION ANALYSIS INITIAL PARAMETERS Layer po dp (t/m2) (t/m2) 1aOver 2.56 5.92 1a 6.40 4.22 TK1A1 8.56 3.56 1a 11.36 2.90 4e 21.28 1.88 po+dp/2 (t/m2) 5.52 8.51 10.34 12.81 22.22 Cv Cv' x10-3 (cm2/sec) 0.47 0.46 0.43 0.46 0.00 0.00 0.39 0.60 0.73 0.60 NATRUAL CONSOLIDATION t Tv Uv St (year) (%) (cm) Sr (cm) t (year) Tv Uv (%) St (cm) Sr (cm) 2.78 5.56 8.33 11.11 13.89 16.67 19.44 22.22 25.00 27.78 30.56 33.33 36.11 38.89 41.67 69.8 63.7 59.0 55.1 51.6 48.5 45.7 43.1 40.6 38.4 36.2 34.2 32.4 30.6 28.9 44.44 47.22 50.00 52.78 55.56 58.33 61.11 63.89 66.67 69.44 72.22 75.00 77.78 80.56 83.33 0.382 0.405 0.427 0.449 0.471 0.492 0.513 0.534 0.555 0.576 0.596 0.616 0.636 0.655 0.675 68.2 69.9 71.6 73.1 74.5 75.8 77.1 78.3 79.4 80.4 81.4 82.3 83.2 84.0 84.7 58.7 60.2 61.6 62.9 64.1 65.2 66.3 67.3 68.3 69.2 70.0 70.8 71.5 72.2 72.9 27.3 25.9 24.5 23.2 21.9 20.8 19.7 18.7 17.7 16.8 16.0 15.2 14.5 13.8 13.1 0.50 0.006 9.1 7.8 78.2 0.028 0.053 0.077 0.102 0.126 0.150 0.173 0.197 0.221 0.244 0.268 0.291 0.314 0.337 0.360 18.9 26.0 31.4 36.0 40.0 43.6 46.9 49.9 52.7 55.4 57.9 60.2 62.4 64.5 66.4 16.2 22.3 27.0 30.9 34.4 37.5 40.3 42.9 45.4 47.7 49.8 51.8 53.7 55.4 57.1 Consolidation in a specified time: 1205 Central Mekong Delta Connectivity Project 80R2_1_0+100 - 0+215 TREATMENT ANALYSIS INITIAL PARAMETERS Layer h Gama Po (m) (t/m3) (t/m2) 1aOver 8.0 1.62 2.56 1a 4.0 1.62 6.40 TK1A1 2.0 1.86 8.56 1a 6.0 1.62 11.36 4e 16.0 1.98 21.28 Pc (t/m2) 4.82 6.40 16.30 11.36 21.28 Co (t/m2) 1.44 1.75 0.00 2.07 4.95 m 0.20 0.20 0.00 0.20 0.20 REASULTS Layer dp Cv Cv' Ch S (t/m2) (x10-3 cm2/sec) (cm) Under pavement area, PVD, ds=1.50m 1aOver 5.36 0.48 0.46 0.96 43.5 1a 3.88 0.43 0.46 0.87 19.1 TK1A1 3.36 0.00 0.00 0.00 1.5 1a 2.75 0.39 0.60 0.78 13.9 4e 1.82 0.73 0.60 0.00 1.5 79.5 Under slope area, PVD, ds=1.50m 1aOver 3.12 0.50 0.48 1.00 1a 2.79 0.44 0.48 0.88 TK1A1 2.60 0.00 0.00 0.00 1a 2.28 0.39 0.61 0.78 4e 1.67 0.73 0.61 0.00 H(m) 24.1 14.5 1.2 11.7 1.3 52.7 U St Sr C (%) (cm) (cm) (t/m2) End of filling ( 123 days) 50.7 22.1 21.4 1.75 47.9 9.2 10.0 2.12 100.0 1.5 0.0 0.00 44.8 6.2 7.7 2.32 4.8 0.1 1.4 4.97 49.1 39.0 40.5 U St Sr C (%) (cm) (cm) (t/m2) End of waiting( 483 days) 97.1 43.0 1.3 2.06 96.0 18.6 0.8 2.50 100.0 1.5 0.0 0.00 94.6 13.3 0.8 2.60 10.9 0.2 1.3 4.99 96.2 76.4 4.1 End of filling ( 123 days) 53.5 12.9 11.2 1.53 48.8 7.1 7.4 2.02 100.0 1.2 0.0 0.00 45.1 5.3 6.4 2.28 4.8 0.1 1.2 4.97 50.2 26.5 26.3 End of waiting( 483 days) 97.6 23.9 0.6 1.61 96.2 14.0 0.5 2.29 100.0 1.2 0.0 0.00 94.7 11.2 0.6 2.51 10.9 0.1 1.2 4.99 95.6 50.4 2.9 12 15 18 t(month) 3.2 2.4 1.6 0.8 20 40 60 80 S(cm) 1206 100 HNE HE St Sc Description: Central Mekong Delta Connectivity Project Comments: 80R2_1_0+100 - 0+215_H=3.0m File Name: 80R2_1_100 - 215_Step1.gsz Analysis Method: Bishop Description: EB Unit Weight: 1.9 Cohesion: Phi: 30 Description: 1aOver Unit Weight: 1.62 Cohesion: 1.44 Description: 1aOver-2' Unit Weight: 1.62 Cohesion: 1.45 Description: 1aOver-1' Unit Weight: 1.62 Cohesion: 1.49 Description: 1a-2' Unit Weight: 1.62 Cohesion: 1.8 Description: 1a-1' Unit Weight: 1.62 Cohesion: 1.82 Description: 1a-2' Unit Weight: 1.62 Cohesion: 2.11 Description: 1a-1' Unit Weight: 1.62 Cohesion: 2.11 Description: 1a Unit Weight: 1.62 Cohesion: 1.75 Description: TK1A1 Unit Weight: 1.86 Cohesion: Phi: 25 Height (m) 30 20 Description: 1a Unit Weight: 1.62 Cohesion: 2.07 10 Description: 4e Unit Weight: 1.98 Cohesion: 4.95 39 1.236 46 47 40 41 42 43 37 -10 -20 13 19 10 25 16 12 44 45 10 11 38 12 14 15 20 21 17 16 11 18 24 26 14 27 1328 15 29 17 30 32 33 34 35 22 23 18 -30 31 36 -40 -50 10 20 30 40 50 60 70 80 90 100 110 Distance (m) 1207 Description: Central Mekong Delta Connectivity Project Comments: 80R2_1_0+100 - 0+215_H=3.0m File Name: 80R2_1_100 - 215_Step2.gsz Analysis Method: Bishop Description: EB Unit Weight: 1.9 Cohesion: Phi: 30 Description: 1aOver Unit Weight: 1.62 Cohesion: 1.44 Description: 1aOver-2' Unit Weight: 1.62 Cohesion: 1.53 Description: 1aOver-1' Unit Weight: 1.62 Cohesion: 1.75 Description: 1a-2' Unit Weight: 1.62 Cohesion: 2.02 Description: 1a-1' Unit Weight: 1.62 Cohesion: 2.12 Description: 1a-2' Unit Weight: 1.62 Cohesion: 2.28 Description: 1a-1' Unit Weight: 1.62 Cohesion: 2.32 Description: 1a Unit Weight: 1.62 Cohesion: 1.75 Description: TK1A1 Unit Weight: 1.86 Cohesion: Phi: 25 Height (m) 30 20 Description: 1a Unit Weight: 1.62 Cohesion: 2.07 10 Description: 4e Unit Weight: 1.98 Cohesion: 4.95 39 1.255 46 47 40 41 42 43 37 -10 -20 13 19 10 25 16 12 44 45 10 11 38 12 14 15 20 21 17 16 11 18 24 26 14 27 1328 15 29 17 30 32 33 34 35 22 23 18 -30 31 36 -40 -50 10 20 30 40 50 60 70 80 90 100 110 Distance (m) 1208 Description: Central Mekong Delta Connectivity Project Comments: 80R2_1_0+100 - 0+215_H=2.5m File Name: 80R2_1_100 - 215_Final.gsz Analysis Method: Bishop Description: EB Unit Weight: 1.9 Cohesion: Phi: 30 Description: 1aOver Unit Weight: 1.62 Cohesion: 1.44 Description: 1aOver-2' Unit Weight: 1.62 Cohesion: 1.614 Description: 1aOver-1' Unit Weight: 1.62 Cohesion: 2.0574 Description: 1a-2' Unit Weight: 1.62 Cohesion: 2.2939 Description: 1a-1' Unit Weight: 1.62 Cohesion: 2.5041 Description: 1a-2' Unit Weight: 1.62 Cohesion: 2.5074 Description: 1a-1' Unit Weight: 1.62 Cohesion: 2.596 Description: 1a Unit Weight: 1.62 Cohesion: 1.75 Description: TK1A1 Unit Weight: 1.86 Cohesion: Phi: 25 Height (m) 30 20 Description: 1a Unit Weight: 1.62 Cohesion: 2.07 10 Description: 4e Unit Weight: 1.98 Cohesion: 4.95 39 1.475 46 47 40 41 42 43 37 -10 -20 13 19 10 25 16 12 44 45 10 11 38 12 14 15 20 21 17 16 11 18 24 26 14 27 1328 15 29 17 30 32 33 34 35 22 23 18 -30 31 36 -40 -50 10 20 30 40 50 60 70 80 90 100 110 Distance (m) 1209 Central Mekong Delta Connectivity Project 80R3_1_0+130 - 0+261 INPUT DATA CALCULATION OPTIONS Settlement calculation model: Compression index dp/po to set up compression zone: 0.15 Natural consolidation: Yes Ignor vertical consolidation: Yes Ignor influence of disturbance: No Ignor influence of drainage resistance of PVD: No Underground water Unit weight, t/m3: 0.98 EMBANKMENT PARAMETERS U weight=1.90 HNE=4.1 b=4.3 a=6.0 SOIL PROPERTIES DATA FORMAT Layer h gama Co m Cs P0 P1 P2 P3 P4 P5 e0 e1 e2 e3 e4 e5 P1 P2 P3 P4 P5 Cv1 Cv2 Cv3 Cv4 Cv5 DATA Thickness of sublayer, m: 1.0 Shall be treated: Yes (Vertical drainage and stage filling) Level from ground surface, m: 0.0 Cc P6 e6 P6 Cv6 pc N Drain- ConP7(kg/cm2) age solie7 dation P7(kg/cm2) Cv7 Ch/Cv (x10-3 cm2/s) 1aOver 8.0 0.000 0.125 1.768 1.706 0.125 0.659 1.62 0.250 1.656 0.250 0.549 1.44 0.500 1.568 0.500 0.485 0.20 1.000 1.427 1.000 0.417 0.054 2.000 1.255 2.000 0.345 0.58 4.000 1.069 4.000 0.278 4.8 8.000 0.881 8.000 0.275 - 1a 0.000 1.768 4.0 0.125 1.706 0.125 0.659 1.62 0.250 1.656 0.250 0.549 1.75 0.500 1.568 0.500 0.485 0.20 1.000 1.427 1.000 0.417 2.000 1.255 2.000 0.345 0.58 4.000 1.069 4.000 0.278 8.000 0.881 8.000 0.275 - 2.0 0.000 0.000 0.000 0.000 1.86 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.0 0.125 1.706 0.125 0.659 1.62 0.250 1.656 0.250 0.549 2.07 0.500 1.568 0.500 0.485 0.20 1.000 1.427 1.000 0.417 2.000 1.255 2.000 0.345 0.58 4.000 1.069 4.000 0.278 8.000 0.881 8.000 0.275 0.20 1.000 0.609 1.000 0.980 2.000 0.566 2.000 0.755 0.18 4.000 0.514 4.000 0.622 8.000 0.456 8.000 0.691 TK1A1 0.000 0.000 1a 0.000 1.768 4e 0.000 0.717 16.0 1.98 4.95 0.125 0.250 0.500 0.692 0.675 0.647 0.125 0.250 0.500 1.789 1.554 1.393 DATA FOR TREATMENT h(m)=4.1 v(cm/day)=10.0 h2(m)=3.5 v2(cm/day)=10.0 h1(m)=2.8 v1(cm/day)=10.0 treated by PVD ds/dw=2.0 kh/ks=2.0 END dt(day)=300 dt2(day)=90 dt1(day)=90 kh/qw=0.0000 side Over side Normal - - side Normal side Normal 2.0 2.0 0.0 - 2.0 - 0.0 Triangle dw(cm)=5.2 L(m)=19.0 ds(m)=1.5 1210 Central Mekong Delta Connectivity Project 80R3_1_0+130 - 0+261 SETTLEMENT CALCULATION hi (m) Po (t/m2) eo Cs Cc Pc (t/m2) dp (t/m2) Center S (cm) dp S (t/m2) (cm) Shoulder 7.49 7.09 6.71 6.35 6.03 5.72 5.44 5.18 52.1 6.8 6.2 6.1 6.1 6.3 6.6 6.8 7.1 0.20 0.60 0.96 1.28 1.55 1.77 1.95 2.09 9.1 0.4 0.4 0.4 0.4 0.4 1.2 2.4 3.5 4.94 4.71 4.50 4.30 21.9 6.4 5.7 5.1 4.7 2.19 2.27 2.32 2.36 12.3 3.3 3.2 3.0 2.8 2.38 2.39 1.1 0.6 0.5 Layer 1aOver, Subtotal S= 1.0 0.32 1.709 1.0 0.96 1.707 1.0 1.60 1.688 1.0 2.24 1.664 1.0 2.88 1.638 1.0 3.52 1.613 1.0 4.16 1.591 1.0 4.80 1.573 0.054 0.054 0.054 0.054 0.054 0.054 0.054 0.054 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 4.82 4.82 4.82 4.82 4.82 4.82 4.82 4.82 7.69 7.66 7.54 7.33 7.06 6.74 6.41 6.07 58.7 7.1 6.8 7.0 7.2 7.4 7.6 7.8 8.0 Layer 1a, Subtotal S= 1.0 5.44 1.551 1.0 6.08 1.528 1.0 6.72 1.508 1.0 7.36 1.489 - 0.58 0.58 0.58 0.58 - 5.74 5.43 5.14 4.86 24.3 7.1 6.4 5.7 5.1 4.11 3.93 1.7 0.9 0.8 dp (t/m2) Toe S (cm) Layer TK1A1, Subtotal S= 1.0 8.12 0.816 1.0 9.00 0.812 0.000 0.000 0.00 0.00 8.12 9.00 4.61 4.38 1.9 1.0 0.9 Layer 1a, Subtotal S= 1.0 9.76 1.432 1.0 10.40 1.417 1.0 11.04 1.402 1.0 11.68 1.388 1.0 12.32 1.375 - 0.58 0.58 0.58 0.58 0.58 - 4.16 3.96 3.78 3.61 3.45 15.6 3.7 3.4 3.1 2.8 2.6 3.77 3.62 3.47 3.34 3.21 14.5 3.4 3.1 2.9 2.6 2.5 2.38 2.37 2.35 2.33 2.30 10.2 2.3 2.1 2.0 1.9 1.8 Layer 4e, Subtotal S= 1.0 13.14 0.592 1.0 14.14 0.588 1.0 15.14 0.583 1.0 16.14 0.579 1.0 17.14 0.576 - 0.18 0.18 0.18 0.18 0.18 - 3.31 3.17 3.05 2.93 2.82 4.6 1.1 1.0 0.9 0.8 0.8 3.09 2.98 2.87 2.77 2.68 4.3 1.0 0.9 0.9 0.8 0.7 2.27 2.23 2.19 2.16 2.12 3.4 0.8 0.7 0.7 0.6 0.6 Total Settlement S= 105.0 94.5 36.1 1211 Central Mekong Delta Connectivity Project 80R3_1_0+130 - 0+261 CONSOLIDATION ANALYSIS INITIAL PARAMETERS Layer po dp (t/m2) (t/m2) 1aOver 2.56 7.20 1a 6.40 5.28 TK1A1 8.56 4.49 1a 11.04 3.78 4e 20.64 2.49 po+dp/2 (t/m2) 6.16 9.04 10.81 12.93 21.89 Cv Cv' x10-3 (cm2/sec) 0.46 0.45 0.43 0.45 0.00 0.00 0.39 0.62 0.74 0.62 NATRUAL CONSOLIDATION t Tv Uv St (year) (%) (cm) Sr (cm) t (year) Tv Uv (%) St (cm) Sr (cm) 2.78 5.56 8.33 11.11 13.89 16.67 19.44 22.22 25.00 27.78 30.56 33.33 36.11 38.89 41.67 85.2 77.8 72.1 67.4 63.2 59.4 55.9 52.7 49.7 47.0 44.4 41.9 39.6 37.4 35.4 44.44 47.22 50.00 52.78 55.56 58.33 61.11 63.89 66.67 69.44 72.22 75.00 77.78 80.56 83.33 0.381 0.404 0.426 0.449 0.471 0.492 0.514 0.536 0.557 0.578 0.599 0.620 0.640 0.660 0.681 68.2 69.9 71.5 73.1 74.5 75.9 77.1 78.4 79.5 80.5 81.5 82.5 83.4 84.2 84.9 71.6 73.4 75.1 76.7 78.2 79.7 81.0 82.3 83.5 84.6 85.6 86.6 87.5 88.4 89.2 33.4 31.6 29.9 28.3 26.8 25.3 24.0 22.7 21.5 20.4 19.4 18.4 17.5 16.6 15.8 0.50 0.006 9.0 9.5 95.5 0.028 0.053 0.077 0.101 0.125 0.149 0.173 0.196 0.220 0.243 0.266 0.290 0.313 0.336 0.359 18.8 25.9 31.3 35.9 39.9 43.5 46.8 49.8 52.6 55.3 57.8 60.1 62.3 64.4 66.3 19.8 27.2 32.9 37.7 41.9 45.6 49.1 52.3 55.3 58.0 60.7 63.1 65.4 67.6 69.6 Consolidation in a specified time: 1212 Central Mekong Delta Connectivity Project 80R3_1_0+130 - 0+261 TREATMENT ANALYSIS INITIAL PARAMETERS Layer h Gama Po (m) (t/m3) (t/m2) 1aOver 8.0 1.62 2.56 1a 4.0 1.62 6.40 TK1A1 2.0 1.86 8.56 1a 5.0 1.62 11.04 4e 16.0 1.98 20.64 Pc (t/m2) 4.82 6.40 16.30 11.04 20.64 Co (t/m2) 1.44 1.75 0.00 2.07 4.95 m 0.20 0.20 0.00 0.20 0.20 REASULTS Layer dp Cv Cv' Ch S (t/m2) (x10-3 cm2/sec) (cm) Under pavement area, PVD, ds=1.50m 1aOver 6.63 0.47 0.45 0.94 54.8 1a 4.90 0.43 0.45 0.86 23.0 TK1A1 4.26 0.00 0.00 0.00 1.8 1a 3.60 0.39 0.62 0.78 14.9 4e 2.43 0.74 0.62 0.00 4.4 99.0 Under slope area, PVD, ds=1.50m 1aOver 3.78 0.50 0.47 0.99 1a 3.43 0.44 0.47 0.87 TK1A1 3.20 0.00 0.00 0.00 1a 2.89 0.39 0.62 0.78 4e 2.17 0.74 0.62 0.00 H(m) 30.4 17.0 1.4 12.2 3.8 64.8 U St Sr C (%) (cm) (cm) (t/m2) End of filling ( 220 days) 67.4 37.0 17.9 2.03 65.6 15.1 7.9 2.39 100.0 1.8 0.0 0.00 63.0 9.4 5.5 2.52 6.5 0.3 4.1 4.98 64.2 63.5 35.5 U St Sr C (%) (cm) (cm) (t/m2) End of waiting( 520 days) 96.8 53.6 1.8 2.30 95.8 22.1 1.0 2.70 100.0 1.8 0.0 0.00 94.6 14.2 0.8 2.76 11.2 0.5 4.0 5.00 93.2 92.2 7.5 End of filling ( 220 days) 71.3 21.7 8.7 1.66 67.1 11.4 5.6 2.21 100.0 1.4 0.0 0.00 63.6 7.8 4.5 2.44 6.5 0.3 3.6 4.98 65.5 42.5 22.4 End of waiting( 520 days) 97.5 29.8 0.8 1.74 96.2 16.4 0.7 2.41 100.0 1.4 0.0 0.00 94.7 11.7 0.6 2.62 11.2 0.4 3.4 5.00 92.2 59.8 5.5 12 15 18 t(month) 20 40 60 80 S(cm) 1213 100 HNE HE St Sc Description: Central Mekong Delta Connectivity Project Comments: 80R3_1_0+130 - 0+261_H=2.8m File Name: 80R3_1_130 - 261_Step1.gsz Analysis Method: Bishop Description: EB Unit Weight: 1.9 Cohesion: Phi: 30 Description: TK1A1 Unit Weight: 1.86 Cohesion: Phi: 25 Description: 1aOver Unit Weight: 1.62 Cohesion: 1.44 Description: 1a Unit Weight: 1.62 Cohesion: 2.07 Description: 1a Unit Weight: 1.62 Cohesion: 1.75 Description: 4e Unit Weight: 1.98 Cohesion: 4.95 Description: 1aOver-2' Unit Weight: 1.62 Cohesion: 1.46 Description: 1aOver-1' Unit Weight: 1.62 Cohesion: 1.49 Description: 1a-2' Unit Weight: 1.62 Cohesion: 1.8 Description: 1a-1' Unit Weight: 1.62 Cohesion: 1.82 Description: 1a-2' Unit Weight: 1.62 Cohesion: 2.11 Description: 1a-1' Unit Weight: 1.62 Cohesion: 2.12 39 1.260 40 42 43 37 13 19 10 25 16 46 41 47 10 11 38 12 815 16 917 11 18 24 44 45 26 14 27 1328 15 29 17 30 12 14 20 21 22 23 18 31 32 33 34 35 36 1214 Description: Central Mekong Delta Connectivity Project Comments: 80R3_1_0+130 - 0+261_H=3.1m File Name: 80R3_1_130 - 261_Step2.gsz Analysis Method: Bishop Description: EB Unit Weight: 1.9 Cohesion: Phi: 30 Description: TK1A1 Unit Weight: 1.86 Cohesion: Phi: 25 Description: 1aOver Unit Weight: 1.62 Cohesion: 1.44 Description: 1a Unit Weight: 1.62 Cohesion: 2.07 Description: 1a Unit Weight: 1.62 Cohesion: 1.75 Description: 4e Unit Weight: 1.98 Cohesion: 4.95 Description: 1aOver-2' Unit Weight: 1.62 Cohesion: 1.57 Description: 1aOver-1' Unit Weight: 1.62 Cohesion: 1.79 Description: 1a-2' Unit Weight: 1.62 Cohesion: 2.05 Description: 1a-1' Unit Weight: 1.62 Cohesion: 2.16 Description: 1a-2' Unit Weight: 1.62 Cohesion: 2.3 Description: 1a-1' Unit Weight: 1.62 Cohesion: 2.35 39 1.268 40 37 42 43 13 19 10 25 16 41 46 47 10 11 38 12 815 16 917 11 18 24 44 45 26 14 27 1328 15 29 17 30 12 14 20 21 22 23 18 31 32 33 34 35 36 1215 Description: Central Mekong Delta Connectivity Project Comments: 80R3_1_0+130 - 0+261_H=3.4m File Name: 80R3_1_130 - 261_Step3.gsz Analysis Method: Bishop Description: EB Unit Weight: 1.9 Cohesion: Phi: 30 Description: TK1A1 Unit Weight: 1.86 Cohesion: Phi: 25 Description: 1aOver Unit Weight: 1.62 Cohesion: 1.44 Description: 1a Unit Weight: 1.62 Cohesion: 2.07 Description: 1a Unit Weight: 1.62 Cohesion: 1.75 Description: 4e Unit Weight: 1.98 Cohesion: 4.95 Description: 1aOver-2' Unit Weight: 1.62 Cohesion: 1.66 Description: 1aOver-1' Unit Weight: 1.62 Cohesion: 2.03 Description: 1a-2' Unit Weight: 1.62 Cohesion: 2.21 Description: 1a-1' Unit Weight: 1.62 Cohesion: 2.39 Description: 1a-2' Unit Weight: 1.62 Cohesion: 2.44 Description: 1a-1' Unit Weight: 1.62 Cohesion: 2.52 39 1.247 40 37 42 43 13 19 10 25 16 46 47 141 10 11 38 12 815 16 917 11 18 24 44 45 26 14 27 1328 15 29 17 30 12 14 20 21 22 23 18 31 32 33 34 35 36 1216 Description: Central Mekong Delta Connectivity Project Comments: 80R3_1_0+130 - 0+261_H=3.0m File Name: 80R3_1_130 - 261_Final.gsz Analysis Method: Bishop Description: EB Unit Weight: 1.9 Cohesion: Phi: 30 Description: TK1A1 Unit Weight: 1.86 Cohesion: Phi: 25 Description: 1aOver Unit Weight: 1.62 Cohesion: 1.44 Description: 1a Unit Weight: 1.62 Cohesion: 2.07 Description: 1a Unit Weight: 1.62 Cohesion: 1.75 Description: 4e Unit Weight: 1.98 Cohesion: 4.95 Description: 1aOver-2' Unit Weight: 1.62 Cohesion: 1.74 Description: 1aOver-1' Unit Weight: 1.62 Cohesion: 2.3 Description: 1a-2' Unit Weight: 1.62 Cohesion: 2.41 Description: 1a-1' Unit Weight: 1.62 Cohesion: 2.7 Description: 1a-2' Unit Weight: 1.62 Cohesion: 2.62 Description: 1a-1' Unit Weight: 1.62 Cohesion: 2.76 39 1.407 40 37 42 43 13 19 10 25 16 46 41 47 10 11 38 12 815 16 917 11 18 24 44 45 26 14 27 1328 15 29 17 30 12 14 20 21 22 23 18 31 32 33 34 35 36 1217 ... III(a) Volume III(b) Volume III(c) Volume III(d) Volume III(e) Volume III(f) Volume IV Volume V – Part 1/ 2 Volume V – Part 2/2 Volume VI Volume VII Volume VIII Volume IX(a) Volume IX(b) Volume. .. IX(c) Volume IX(d) Volume IX(e) Volume IX(f) Volume IX(g) Volume X Volume XI Volume XII(a) – Part 1/ 2 Volume XII(a) – Part 2/2 Volume XII(b) Volume XII(c) – Part 1/ 2 Volume XII(c) – Part 2/2 Volume. .. 4D 23.45 14 . 71 16. 51 20.00 13 .89 19 .40 8.04 14 .28 16 .49 15 .14 14 .20 2 .12 10 º49' 2.42 13 º67' 2.40 13 º68' 0.20 0.20 0 .17 0 .18 1. 50 4.02 7 .14 8.25 7.57 1. 60 4. 01 4.85 4.84 1. 15 0. 21 2 .12 10 º49' 0.20