1.0.1 This code is prepared with a view to implementing the national technical and economic policies in building slope engineering investigation, design, construction and quality control so as to achieve technical advancement, safety and reliability, economy and rationality, guaranteed quality and environmental protection.
1.0.2 This code is applicable to the slope engineering of building and rock foundation pit whose rock slope is up to 30m (including) and soil slope to 15m (including) in height.
The slope engineering exceeding the above-mentioned height limits or that with complicated geological and environmental conditions shall not only comply with this code but also be specifically designed and take effective and reliable reinforcement measures.
1.0.3 The building slope engineering of soft soil, collapsible loess, tjaele, expansive soil and other special geotechnical and erosive environments shall additionally comply with the current appropriate professional standards of the nation.
1.0.4 Taking comprehensive consideration of factors such as engineering geology, hydrological geology, slope height, environmental conditions, various actions, adjacent construction, underground public utilities, construction conditions and construction period, building slope engineering shall be elaborately designed and carefully constructed as appropriate to local conditions.
1.0.5 Building slope engineering shall not only comply with this code but also the current relevant standards of the nation.
2 Terms and Symbols
2.1 Terms
2.1.1 Building slope
Artificial slope formed by excavation or filling construction of construction and municipal engineering and natural slope having adverse effects on construction safety or stability, on building site and its surrounding. It is hereinafter referred to as "slope".
2.1.2 Slope retaining
Actions, i.e. structural retaining, reinforcement and protection, taken so as to guarantee the stability and environment safety of the slope.
2.1.3 Slope environment
A general term of the rock and soil masses, water systems, constructions, roads and pipe networks within the slope-affected area or affecting the slope safety.
2.1.4 Longterm slope
Slope of a design service life above 2 years.
2.1.5 Temporary slope
Slope of a design service life up to and including 2 years.
2.1.6 Anchor (anchorage)
Member (or system) transmitting tension to stable rock-soil layer. If steel strand or high-strength steel tendon is adopted and a pre-holding stress is applied, it is then termed as anchorage.
2.1.7 Retaining wall with anchors
Retaining structure composed of anchor (anchorage), pile and plate facing.
2.1.8 Anchor-shotcrete retaining
Retaining structure composed of anchored bar and shotcrete facing.
2.1.9 Gravity retaining wall
Retaining structure keep slope stabilized by its own gravity.
2.1.10 Counterfort retaining wall
Retaining structure composed of vertical plate, base plate, counterfort and back fill.
2.1.11 Pile-sheet retaining wall
Retaining structure composed of members, e.g. anti-sliding pile and pile baffle.
2.1.12 Slope ratio method
Slope treatment method in which the overall stability of slope is maintained by adjusting and controlling the slope ratio and the stability of slope and slop surface is guaranteed by taking construction measures.
1 General Provisions 2 Terms and Symbols 2.1 Terms 2.2 Symbols 3 Basic Requirements 3.1 General Requirements 3.2 Safety Level of Slope Engineering 3.3 Principles of Design 4 Geological Investigation of Slope Engineering 4.1 General Requirements 4.2 Geological Investigation of Slope 4.3 Physical Parameters of Slope 5 Stability Assessment of Slopes 5.1 General Requirements 5.2 Stability Analysis of Slope 5.3 Stability Assessment of Slope 6 Lateral Pressure of Slope Retaining Structure 6.1 General Requirements 6.2 Lateral Earth Pressure 6.3 Lateral Rock Pressure 7 Slope Engineering for Important Construction on Slope Top 7.1 General Requirements 7.2 Design Calculations 7.3 Structure Design 7.4 Construction 8 Anchor 8.1 General Requirements 8.2 Design Calculations 8.3 Raw Materials 8.4 Structure Design 8.5 Construction 9 Retaining Wall with Anchor 9.1 General Requirements 9.2 Design Calculations 9.3 Structure Design 9.4 Construction 10 Rock Slope Retaining by Anchor-shoterete Retaining 10.1 General Requirements 10.2 Design Calculations 10.3 Structure Desgin 10.4 Construction 11 Gravity Retaining Wall 11.1 General Requirements 11.2 Design Calculations 11.3 Structure Design 11.4 Construction 12 Cantilever Retaining Wall and Counterfort Retaining Wall 12.1 General Requirements 12.2 Design Calculations 12.3 Structure Design 12.4 Construction 13 Pile-sheet Retaining 13.1 General Requirements 13.2 Design Calculations 13.3 Structure Design 13.4 Construction 14 Slope Ratio Method 14.1 General Requirements 14.2 Design Calculations 14.3 Structure Design 14.4 Construction 15 Protection and Virescence of Slope 15.1 General Requirements 15.2 Engineering Protection 15.3 Plant Protection and Virescence 15.4 Construction 16 Drainage of Slope Engineering 16.1 General Requirements 16.2 External Drainage 16.3 Internal Drainage 16.4 Construction 17 Prevention of Engineering-triggered Landslide 17.1 General Requirements 17.2 Prevention of Engineering-triggered Landslide 17.3 Construction 18 Construction of Slope Engineering 18.1 General Requirements 18.2 Construction Design 18.3 Information Construction Method 18.4 Blasting Construction 18.5 Emergency Treatment for Construction Hazards 19 Monitoring, Inspection and Quality Acceptance of Slope Engineering 19.1 Monitoring 19.2 Inspection 19.3 Quality Acceptance Appendix A Slope Stability Calculation for Various Sliding Surface Forms Appendix B Lateral Pressure Calculation for Several Special Circumstances Appendix C Testing of Anchor Appendix D Style of Anchor Appendix E Materials of Anchor Appendix F Static Equilibrium Method and Equivalent Beam Method for Soil Slope Appendix G Foundation Coefficient for Embedding Segment of Anti-Slide Pile Explanation of Wording in This Code List of Quoted Standards
1 General Provisions
1.0.1 This code is prepared with a view to implementing the national technical and economic policies in building slope engineering investigation, design, construction and quality control so as to achieve technical advancement, safety and reliability, economy and rationality, guaranteed quality and environmental protection.
1.0.2 This code is applicable to the slope engineering of building and rock foundation pit whose rock slope is up to 30m (including) and soil slope to 15m (including) in height.
The slope engineering exceeding the above-mentioned height limits or that with complicated geological and environmental conditions shall not only comply with this code but also be specifically designed and take effective and reliable reinforcement measures.
1.0.3 The building slope engineering of soft soil, collapsible loess, tjaele, expansive soil and other special geotechnical and erosive environments shall additionally comply with the current appropriate professional standards of the nation.
1.0.4 Taking comprehensive consideration of factors such as engineering geology, hydrological geology, slope height, environmental conditions, various actions, adjacent construction, underground public utilities, construction conditions and construction period, building slope engineering shall be elaborately designed and carefully constructed as appropriate to local conditions.
1.0.5 Building slope engineering shall not only comply with this code but also the current relevant standards of the nation.
2 Terms and Symbols
2.1 Terms
2.1.1 Building slope
Artificial slope formed by excavation or filling construction of construction and municipal engineering and natural slope having adverse effects on construction safety or stability, on building site and its surrounding. It is hereinafter referred to as "slope".
2.1.2 Slope retaining
Actions, i.e. structural retaining, reinforcement and protection, taken so as to guarantee the stability and environment safety of the slope.
2.1.3 Slope environment
A general term of the rock and soil masses, water systems, constructions, roads and pipe networks within the slope-affected area or affecting the slope safety.
2.1.4 Longterm slope
Slope of a design service life above 2 years.
2.1.5 Temporary slope
Slope of a design service life up to and including 2 years.
2.1.6 Anchor (anchorage)
Member (or system) transmitting tension to stable rock-soil layer. If steel strand or high-strength steel tendon is adopted and a pre-holding stress is applied, it is then termed as anchorage.
2.1.7 Retaining wall with anchors
Retaining structure composed of anchor (anchorage), pile and plate facing.
2.1.8 Anchor-shotcrete retaining
Retaining structure composed of anchored bar and shotcrete facing.
2.1.9 Gravity retaining wall
Retaining structure keep slope stabilized by its own gravity.
2.1.10 Counterfort retaining wall
Retaining structure composed of vertical plate, base plate, counterfort and back fill.
2.1.11 Pile-sheet retaining wall
Retaining structure composed of members, e.g. anti-sliding pile and pile baffle.
2.1.12 Slope ratio method
Slope treatment method in which the overall stability of slope is maintained by adjusting and controlling the slope ratio and the stability of slope and slop surface is guaranteed by taking construction measures.
Contents of GB 50330-2013
1 General Provisions
2 Terms and Symbols
2.1 Terms
2.2 Symbols
3 Basic Requirements
3.1 General Requirements
3.2 Safety Level of Slope Engineering
3.3 Principles of Design
4 Geological Investigation of Slope Engineering
4.1 General Requirements
4.2 Geological Investigation of Slope
4.3 Physical Parameters of Slope
5 Stability Assessment of Slopes
5.1 General Requirements
5.2 Stability Analysis of Slope
5.3 Stability Assessment of Slope
6 Lateral Pressure of Slope Retaining Structure
6.1 General Requirements
6.2 Lateral Earth Pressure
6.3 Lateral Rock Pressure
7 Slope Engineering for Important Construction on Slope Top
7.1 General Requirements
7.2 Design Calculations
7.3 Structure Design
7.4 Construction
8 Anchor
8.1 General Requirements
8.2 Design Calculations
8.3 Raw Materials
8.4 Structure Design
8.5 Construction
9 Retaining Wall with Anchor
9.1 General Requirements
9.2 Design Calculations
9.3 Structure Design
9.4 Construction
10 Rock Slope Retaining by Anchor-shoterete Retaining
10.1 General Requirements
10.2 Design Calculations
10.3 Structure Desgin
10.4 Construction
11 Gravity Retaining Wall
11.1 General Requirements
11.2 Design Calculations
11.3 Structure Design
11.4 Construction
12 Cantilever Retaining Wall and Counterfort Retaining Wall
12.1 General Requirements
12.2 Design Calculations
12.3 Structure Design
12.4 Construction
13 Pile-sheet Retaining
13.1 General Requirements
13.2 Design Calculations
13.3 Structure Design
13.4 Construction
14 Slope Ratio Method
14.1 General Requirements
14.2 Design Calculations
14.3 Structure Design
14.4 Construction
15 Protection and Virescence of Slope
15.1 General Requirements
15.2 Engineering Protection
15.3 Plant Protection and Virescence
15.4 Construction
16 Drainage of Slope Engineering
16.1 General Requirements
16.2 External Drainage
16.3 Internal Drainage
16.4 Construction
17 Prevention of Engineering-triggered Landslide
17.1 General Requirements
17.2 Prevention of Engineering-triggered Landslide
17.3 Construction
18 Construction of Slope Engineering
18.1 General Requirements
18.2 Construction Design
18.3 Information Construction Method
18.4 Blasting Construction
18.5 Emergency Treatment for Construction Hazards
19 Monitoring, Inspection and Quality Acceptance of Slope Engineering
19.1 Monitoring
19.2 Inspection
19.3 Quality Acceptance
Appendix A Slope Stability Calculation for Various Sliding Surface Forms
Appendix B Lateral Pressure Calculation for Several Special Circumstances
Appendix C Testing of Anchor
Appendix D Style of Anchor
Appendix E Materials of Anchor
Appendix F Static Equilibrium Method and Equivalent Beam Method for Soil Slope
Appendix G Foundation Coefficient for Embedding Segment of Anti-Slide Pile
Explanation of Wording in This Code
List of Quoted Standards
