GB50473-2008钢制储罐地基基础设计规范（英文版）

7.1 Detailing

7 Foundation Detailing and Materials

6.2 Deformation Calculation

6.1 General Requirements

6 Subgrade Deformation Calculation

5.1 Bearing Capacity Calculation

5 Checking for Subgrade Bearing Capacity and Stability

4.2 Ringwall Cross-section Rebars

4.1 Determination for Ringwall Width and Hoop Tension

4 Design of Foundation Ringwalls

3.5 Environment Protection

3.4 Seismic Precaution

3.3 Loads and Load Combinations

3.2 Selection of Foundation Types

3.1 General Requirements

3 Basic Requirements

1 Generals

Explanation of Provisions

Explanation of Wording in This Code

Appendix A Coefficient of Average Additional Stress at Each Point under Uniformly Distributed Load on Circular Area（）

7.2 Materials

7.1 Detailing

7 Foundation Detailing and Materials

6.3 Subgrade Deformation Observation

6.2 Deformation Calculation

6.1 General Requirements

6 Subgrade Deformation Calculation

5.2 Stability Checking

5.1 Bearing Capacity Calculation

5 Checking for Subgrade Bearing Capacity and Stability

4.2 Ringwall Cross-section Rebars

4.1 Determination for Ringwall Width and Hoop Tension

4 Design of Foundation Ringwalls

3.5 Environment Protection

3.4 Seismic Precaution

3.3 Loads and Load Combinations

3.2 Selecting of Foundation Types

3.1 General Requirements

3 Basic Requirements

2.2 Symbols

2.1 Terms

2 Terms and Symbols

1 Generals

Foreword

Announcement of Ministry of Housing and Urban-Rural Development of the People's Republic of China

版权信息

封面

封面

版权信息

Announcement of Ministry of Housing and Urban-Rural Development of the People's Republic of China

Foreword

1 Generals

2 Terms and Symbols

2.1 Terms

2.2 Symbols

3 Basic Requirements

3.1 General Requirements

3.2 Selecting of Foundation Types

3.3 Loads and Load Combinations

3.4 Seismic Precaution

3.5 Environment Protection

4 Design of Foundation Ringwalls

4.1 Determination for Ringwall Width and Hoop Tension

4.2 Ringwall Cross-section Rebars

5 Checking for Subgrade Bearing Capacity and Stability

5.1 Bearing Capacity Calculation

5.2 Stability Checking

6 Subgrade Deformation Calculation

6.1 General Requirements

6.2 Deformation Calculation

6.3 Subgrade Deformation Observation

7 Foundation Detailing and Materials

7.1 Detailing

7.2 Materials

Appendix A Coefficient of Average Additional Stress at Each Point under Uniformly Distributed Load on Circular Area（）

Explanation of Wording in This Code

Explanation of Provisions

1 Generals

3 Basic Requirements

3.1 General Requirements

3.2 Selection of Foundation Types

3.3 Loads and Load Combinations

3.4 Seismic Precaution

3.5 Environment Protection

4 Design of Foundation Ringwalls

4.1 Determination for Ringwall Width and Hoop Tension

4.2 Ringwall Cross-section Rebars

5 Checking for Subgrade Bearing Capacity and Stability

5.1 Bearing Capacity Calculation

6 Subgrade Deformation Calculation

6.1 General Requirements

6.2 Deformation Calculation

7 Foundation Detailing and Materials

7.1 Detailing