1.0.1 This code is established with purposes to normalize exploration, design and construction of building slope (including artificial slope and natural slope) engineering, to guarantee safe application, advanced technology, reasonable economy and high quality and to protect environment.
1.0.2 Building slope engineering shall consider engineering geology, hydrological geology, all sorts of action, height of slope and influences from adjacent constructions, environmental conditions, construction conditions and construction period, and it shall be carried out according to practical conditions.
1.0.3 This code is applicable to slope engineering of constructions and municipal engineering, and to rock foundation trench engineering. Besides provisions prescribed herein, slopes of weak soil, collapsed loess, frozen soil, swelling soil and other special rock earth and slope in corrosive environment also shall comply with relevant provisions in applicable national standards.
1.0.4 In this code, applicable height of slope shall be less than 30m for rock slope and shall be less than 15m for earth slope. Slope engineering whose height exceeds the aforesaid height and where geologic and ambient conditions are very complicated shall go through special design.
1.0.5 This code is established according to basic principles of GB50068-2001 Unified standard for reliability design of building structures and provisions of GBT 50083-97 Standard for terminology and symbols used in design of building structures.
1.0.6 Beside provisions prescribed herein, building slope engineering shall also comply with relevant provisions in applicable GB50009 Load code for the design of building structures, GB50011 Code for Seismic Design of Buildings, GB50007 Code for design of building foundation, GB50021 Code for investigation of geotechnical engineering and GB50010 Code for Design of Concrete Structure.
1. General Provisions 2. Terms and Symbols 2.1 Terms 2.2 Symbols 3. Basic Provisions 3.1 Types of Building Slope 3.2 Safety Class of Slope Engineering 3.3 Design Principles 3.4 General Provions 3.5 Water Drainage Measures 3.6 Design of Slope Engineering Having Important Constructions on Slope Top 4. Exploration of Slope Enigeering 4.1 General Provisions 4.2 Slope Exploration 4.3 Weather, Hydrological and Geohydrologic Conditions 4.4 Dangerous Rock Collapse Exploration 4.5 Mechanisc Parameter of Slope 5. Evaluation on Slope Stability 5.1 General Provisions 5.2 Analysis on slope stability 5.3 Eveluation on Slope Stability 6. Lateral Eearth Pressure on Support an d Protection Structures of Side Slope 6.1 General Provisions 6.2 Lateral Earth Pressure 6.3 Lateral Rock Pressure 6.4 Correction of Lateral Rock and Earth Pressure 7. Achor Bar (Rope) 7.1 General Provisions 7.2 Design Calculation 7.3 Material 7.4 Construction Design 7.5 Construction 8. Anchor Bar (Rope) Retaining Wall Support 8.1 General Provisions 8.2 Design Calculation 8.3 Conformation Design 8.4 Construction 9. Rock Anchoring and Shotcreting Support 9.1 General Provisions 9.2 Design Calculation 9.3 Conformation Design 9.4 Construction 10. Gravity Retaining Wall 10.1 General Provisions 10.2 Design Calculation 10.3 Conformation Design 10.4 Construction 11. Buttress Retaining Wall 11.1 General Provisions 11.2 Design Calculation 11.3 Conformation Design 11.4 Construction 12 Slope Ratio Method 12.1 General Provisions 12.2 Design Calculation 12.3 Conformation Design 12.4 Construction 13. Prevention and Treatment of Landslide, Dangerous Rock and Collapse 13.1 Landslide Control 13.2 Prevention and Treatment of Dangerous Rock and Collapse 14. Control over Slope Deformation 14.1 General Provisions 14.2 Technical Measures for Controlling Slope Deformation 15. Construction of Slope Engineering 15.1 General Provisions 15.2 Construction Design 15.3 Construction Method from Information 15.4 Demolition Construction 15.5 Emergency Measures for Construction Dangers 16 Quality Inspection, Monitoring and Acceptance of Slope Engineering 16.1 Quality Inspection 16.2 Monitoring 16.3 Acceptance Annex A Rock mass classification for rock slope Annex B: lateral pressure calculation for some particular cases Annex C: Anchor bar test C.1 general provisions C.2 Basic test C.3 Acceptance Test Annex D: Anchor bar lectotype Annex E: anchor bar material Annex F: Static equilibrium method and equivalent girder method of the earth side slope Annex G: Wording Explanation
