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.

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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

(Cuulong CIPM)

Central Mekong Delta Region Connectivity Project (CMDCP) Detailed Design, Procurement and Implementation Support Services

TA 7822-VIE Contract No.: 720A/CIPM-HDKT

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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

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

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Volume Contents

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 Volume III(a)

Volume V – Part 1/2

Volume V – Part 2/2 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 G2: Resettlement Plan, Can Tho City Appendix H: Social Action Plan

Appendix I: HIV/AIDS and Human Trafficking Prevention Program

Appendix J2: Environmental Management Plan (EMP) Volume IX(a)

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

Appendix N-1A: Drawings, CW1A – Part 1/2 Appendix N-1A: Drawings, CW1A – Part 2/2Appendix 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

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Appendix F3 Soil Parameters for Ground Treatment

1

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Ĉѫn vӏ Tên lӟp / Layer Unit 1A 1B 1C 4A 4B Internal friction ICU degree 12º38' 13º98' 14º54' Plasticity Index I P % 29.3 20.2 21.9 21.1 32.0 Preconsolidation pressure Pc T/m2 5.02 4.56 4.37 5.16 5.51

Các thông sӕ ÿҫu vào theo

kӃt quҧ thí nghiӋm / Input

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(Ĉoҥn Km 3+910 to Km 9+700)

Ĉѫn vӏ Tên lӟp / Layer Unit 1A 2A 4A 4C Internal frictionI CU degree 12º82'

Plastic index IP % 26.0 24.0 24.5 28.1 Preconsolidation pressure Pc T/m2 5.91 7.28

Initial shear resistance

KiӃn nghӏ giá trӏ tính toán /

Proposed value

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Ĉѫn vӏ Unit 1A 2A 2B 3B 4C 4D Internal frictionI CU degree 13º05'

Plastic index IP % 26.14 25.10 23.45 16.51 20.00 19.40 Preconsolidation pressure Pc T/m2 6.24 10.36 14.71 13.89

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Ĉѫn vӏ Unit 1A 1B 1C 1D 4A 4E Internal frictionI CU degree 13º29' 14º58' 13º25'

Plastic index IP % 33.15 20.97 20.91 31.73 19.10 19.30 Preconsolidation pressure Pc T/m2 4.91 5.22 5.83 4.95 7.07 6.49

Proposed value

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Appendix F4 Ground Treatment and Embankment

Calculations

23

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Contract Package CW1A

Ground treatment and Embankment calculations

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CW1A-1 Section Km0+000 - Km0+092 _AR-DCA1_PVD@1.5m

INPUT DATA

CALCULATION OPTIONS

Settlement calculation model: Compression index Thickness of sublayer, m: 1.0

dp/po to set up compression zone: 0.15

Natural consolidation: Yes Shall be treated: Yes (Vertical drainage and stage filling)

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 Level from ground surface, m: -0.4

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CW1A-1 Section Km0+000 - Km0+092 _AR-DCA1_PVD@1.5m

Consolidation in a specified time: 1.00 0.022 16.7 18.2 90.7

E:\Working-Huy\Congtrinh\Cao Lanh - Vam Cong\Working\TKD_WORK\Update calculation_August_2012\CW1A\CW1A-1_Km0000_Km0092_Thehe_AR-DCA1_PVD@1,5m_L23m.sas

32

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1 2

Description: KQ-2' Unit Weight: 1.77 Cohesion: 2.02

Description: KQ

Unit Weight: 1.77

Cohesion: 1.95

Description: 1A_O-1' Unit Weight: 1.66 Cohesion: 2.45

Description: 1A_O

Unit Weight: 1.66

Cohesion: 1.22

Description: 1A-1' Unit Weight: 1.66 Cohesion: 2.98

Description: 1A

Unit Weight: 1.66

Cohesion: 1.62

Description: 1B-1' Unit Weight: 1.75 Cohesion: 2.76

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1 2

1.389

Description: CMDCP

Comments: Section_Km0+000 - Km0+092 _AR-DCA1

File Name: CW1A-1_Km0000_Km0092_Thehe_AR-DCA1_PVD@1.5m_L23m_GD1.gsz Analysis Method: {BISHOP}

Reg: 3,4;Desc.: KQ-2' Unit Weight: 1.77 Cohesion: 1.95

Reg: 8,9;Desc.: 1A_O-2' Unit Weight: 1.66 Cohesion: 1.28

Reg: 10,11;Desc.: 1A_O

Unit Weight: 1.66

Cohesion: 1.22

Reg: 12;Desc.: 1A_-1' Unit Weight: 1.66 Cohesion: 1.78

Reg: 13,14;Desc.: 1A_-2' Unit Weight: 1.66 Cohesion: 1.73

Reg: 15,16;Desc.: 1A

Unit Weight: 1.66

Cohesion: 1.62

Reg: 17;Desc.: 1B-1' Unit Weight: 1.75 Cohesion: 1.72

Reg: 18,19;Desc.: 1B-2' Unit Weight: 1.75 Cohesion: 1.69

Reg: 20,21;Desc.: 1B

Unit Weight: 1.75

Cohesion: 1.57

Reg: 22;Desc.: 3A Unit Weight: 1.86 Cohesion: 0.97 Phi: 10

Reg: 23;Desc.: 3B Unit Weight: 1.9 Cohesion: 0 Phi: 30

Factor of satety of step 1 in filling time

Use 3 layers geotextile R=200kN/m

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1 2

1.272

Comments: Section Km0+000 - Km0+092 _AR-DCA1

File Name: CW1A-1_Km0000_Km0092_Thehe_AR-DCA1_PVD@1.5m_L23m_T0.gsz Analysis Method: {BISHOP}

Description: KQ

Unit Weight: 1.77

Cohesion: 1.95

Description: 1A_O

Unit Weight: 1.66

Cohesion: 1.22

Description: 1A

Unit Weight: 1.66

Cohesion: 1.62

Description: 1B

Unit Weight: 1.75

Cohesion: 1.57

Description: 3A Unit Weight: 1.86 Cohesion: 0.97 Phi: 10.35

Description: 3B Unit Weight: 2.65 Cohesion: 0 Phi: 30.1

Factor of satety of step 3 in filling time Use 3 layer geotextile R=200kN/m

36

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CW1A-2 Section Km0+092- Km0+112 _AR-DCA1_PVD@1.3m

INPUT DATA

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E:\Working-Huy\Congtrinh\Cao Lanh - Vam Cong\Working\TKD_WORK\Update calculation_August_2012\CW1A\CW1A-2_Km0092_Km0112_Thehe_AR-DCA1_PVD@1,3m_L23m.sas

40

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1 2

1.409

Comments: Section Km0+092- Km0+122 _AR-DCA1_PVD@1.3m

File Name: CW1A-2_Km0092_Km0112_Thehe_AR-DCA1_PVD@1,3m_L23m_T1.gsz Analysis Method: {Bishop}

Description: KQ

Unit Weight: 1.77

Cohesion: 1.95

Description: 1A_O

Unit Weight: 1.66

Cohesion: 1.22

Description: 1A

Unit Weight: 1.66

Cohesion: 1.62

Description: 1B

Unit Weight: 1.75

Cohesion: 1.57

Description: 3B Unit Weight: 1.9 Cohesion: 0 Phi: 30

16 26 0

Factor of safety for server life time

42

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1 2

1.332

Description: CMCDP

File Name: CW1A-2_Km0092_Km0112_Thehe_AR-DCA1_PVD@1,3m_L23m_GD2.gsz Analysis Method: {Bishop}

Description: KQ-2' Unit Weight: 1.77 Cohesion: 2

Description: KQ

Unit Weight: 1.77

Cohesion: 1.95

Description: 1A_O

Unit Weight: 1.66

Cohesion: 1.22

Description: 1A

Unit Weight: 1.66

Cohesion: 1.62

Description: 1B

Unit Weight: 1.75

Cohesion: 1.57

Description: 3B Unit Weight: 2.65 Cohesion: 0 Phi: 30.1

16 26 0

Factor of safety step 2

43

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1 2

1.262

File Name: CW1A-2_Km0092_Km0112_Thehe_AR-DCA1_PVD@1,3m_L23m_T0.gsz Analysis Method: {Bishop}

Description: KQ

Unit Weight: 1.77

Cohesion: 1.95

Description: 1A_O

Unit Weight: 1.66

Cohesion: 1.22

Description: 1A

Unit Weight: 1.66

Cohesion: 1.62

Description: 1B

Unit Weight: 1.75

Cohesion: 1.57

16 26 0

Factor of safety step 3

44

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INPUT DATA

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1 2

24 25

26 27

28 29 30 31

1.433

File Name: CW1A-3_Km0112_Km0132_Thehe_AR-DCA1_PVD@1,1m_L23m_T1.gs Analysis Method: {BISHOP}

Description: KQ

Unit Weight: 1.77

Cohesion: 1.95

Description: 1A_O

Unit Weight: 1.66

Cohesion: 1.22

Description: 1A

Unit Weight: 1.66

Cohesion: 1.62

Description: 1B

Unit Weight: 1.75

Cohesion: 1.57

16 26 0

Factor of satety in server life

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1 2

24 25

26 27

28 29 30 31

1.359

File Name: CW1A-3_Km0112_Km0132_Thehe_AR-DCA1_PVD@1,1m_L23m_GD2.gsz

Analysis Method: {BISHOP}

Description: KQ-2' Unit Weight: 1.77 Cohesion: 2

Description: KQ

Unit Weight: 1.77

Cohesion: 1.95

Description: 1A_O

Unit Weight: 1.66

Cohesion: 1.22

Description: 1A

Unit Weight: 1.66

Cohesion: 1.62

Description: 1B

Unit Weight: 1.75

Cohesion: 1.57

16 26 0

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1 2

24 25

26 27

28 29 30 31

1.300

File Name: CW1A-3_Km0112_Km0132_Thehe_AR-DCA1_PVD@1,1m_L23m_T0.gsz Analysis Method: {BISHOP}

Description: KQ

Unit Weight: 1.77

Cohesion: 1.95

Description: 1A_O

Unit Weight: 1.66

Cohesion: 1.22

Description: 1A

Unit Weight: 1.66

Cohesion: 1.62

Description: 1B

Unit Weight: 1.75

Cohesion: 1.57

16 26 0

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Section Km0+132 - Km0+152 _DC-A1

INPUT DATA

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CW1A-48 Section Km0+070 - Km0+108 _NH30LSR_PVD@1.5m

INPUT DATA

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E:\Working-Huy\Congtrinh\Cao Lanh - Vam Cong\Working\TKD_WORK\Update calculation_August_2012\CW1A\CW1A- _ H30L R_Km00 0_Km010 _ - H30-1_PVD@1,5m_L12m.sas

62

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1 2

Description: KQ

Unit Weight: 1.77

Cohesion: 1.95

Description: 1A_O

Unit Weight: 1.66

Cohesion: 1.22

Factor of safety for server life time

Use 1 layer geotextile R=200kN/m

64

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