| 1 General Principles 2 Terms and Symbols 2.1 Terms 2.2 Main Symbols 3 Fundamental Stipulations 4 Classification of Geotechnical Rocks, Soils and Their Engineering Property Indexes 4.1 Classification of Rocks, Soils 4.2 Engineering Property Indexes 5 Calculation of Ground 5.1 Embedded Depth of Foundation 5.2 Calculation of Load-bearing Capacity 5.3 Calculation of Deformation 5.4 Calculation of Stability 6 Ground in Mountaineous Region 6.1 General Stipulations 6.2 Soil-rock Composite Ground 6.3 Compacted Fill Ground 6.4 Landslide Prevention 6.5 Karst and Earth Cave 6.6 Soil Side Slope and Gravity Retaining Wall 6.7 Rock Side Slope and Rock Anchored Bolt Retaining Wall 7 Feeble Ground 7.1 General Stipulations 7.2 Utilization and Treatment 7.3 Architectural Measures 7.4 Structural Measures 7.5 Large Area Ground Surface Load 8 Foundations 8.1 Unreinforced Spread Foundation 8.2 Spread Foundation 8.3 Strip Footing under Columns 8.4 Raft Foundation for Tall Buildings 8.5 Pile Foundation 8.6 Rock Anchored Bolt Foundation 9 Foundation Pit Engineering 9.1 General Stipulations 9.2 Design Calculation 9.3 Underground Diaphragm Wall and Top-down Construction Method 10 Verification and Monitoring 10.1 Verification 10.2 Monitoring Appendix A Division of the Hardness Degree of Rocks and the Completenes Degree of Rock Masses Appendix B Field-distinction of Broken Stone Soil Appendix C Main Points of Shallow Stratum Plate-loading Test Appendix D Main Points of Deep Stratum Plate-loading Test Appendix E Characteristic Value of Shear Strength Indexes c, 9 Appendix F Map for the Standard Frozen Depth Lines of Seasonal Frozen Soil in China Appendix G Classification for the Frost Heaving Property of Ground Soil and the Maximum Depth of Allowable Remainder Frozen Soil Stratum under Foundation Base of Buildings Appendix H Main Points for Loading Test of Rock Ground Appendix J Main Points for Uniaxial Compression Strength Test of Rock Appendix K Coefficient of Additional Stress a and Coefficient of Average Additional Stress a Appendix L Coefficient of Active Earth Pressure ka for Retaining Wall Appendix M Main Points for Pull-out Resistant Test of Rock Anchored Bolt Appendix N Calculation for Additional Settlement Amount of Ground under the Action of Large Area Ground Surface Load Appendix P Calculating Formulae for the Perimeter of Critical Section and the Polar Moment of Inertia for Punching Shear Appendix Q Main Points for Vertical Static Loading Test of Single Pile Appendix R Calculation for Final Settlement of Pile Foundation Appendix S Sectional Width for Inclined Section Subjected to Shear of the Stepped Capping and the Cone Capping Appendix T Main Points for Calculation of the Pile-type, the Wall-type Cantilevered Retaining Structures Appendix U Main Points for Calculation of the Pile-type, the Wall-type Anchor Bracing Retaining Structures Appendix V Checking Computation for the Stability of Swelling Resistant of Foundation Pit Base Appendix W Checking Computation for the Stability of Seepage Flow Resistant of Foundation Pit Base Appendix X Main Points for Soil Stratum Anchored Bolt Test Explanation of Wording in This Code |
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