GB 50286-2013 GB 50286-2013 堤防工程设计规范：英文

发布日期：2012-12-25

实施日期：2013-05-01

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中文目录

英文目录

中华人民共和国住房和城乡建设部公告

4-40-00

2020年　第50号

住房和城乡建设部关于发布《工程岩体分级标准》等10项工程建设标准英文版的公告

该10项工程建设标准英文版由住房和城乡建设部组织中国建筑出版传媒有限公司和中国计划出版社出版发行。

中华人民共和国住房和城乡建设部

2020年2月18日

本书术语

中文目录

中华人民共和国住房和城乡建设部公告

Introduction to english translation

Foreword

1 General provisions

2 Terms

3 Grade and design standards of levee project

3.1 Flood control standard and grade of levee project

3.2 Safety heightening and stability safety factor

4 Basic information

4.1 Meteorology and hydrology

4.2 Social economy

4.3 Engineering topography

4.4 Engineering geology

5 Levee alignment and levee type selection

5.1 Levee line

5.2 Determination of spacing between river banks

5.3 Selection of levee type

6 Levee foundation treatments

6.1 General requirements

6.2 Soft foundation treatments

6.3 Pervious foundation treatments

6.4 Multi-layer foundation treatments

6.5 Seepage control of rock foundation

6.6 Vertical seepage control system for levee foundation

7 Design of levee body

7.1 General requirements

7.2 Embankment materials and compaction standard

7.3 Crest elevation of levee

7.4 Crest structure of earth levee

7.5 Levee slope and berm

7.6 Slope protection and drainage

7.7 Seepage control and drainage facilities

7.8 Flood wall

8 Design of revetment

8.1 General requirements

8.2 Slope-type revetment

8.3 Dike-type revetment

8.4 Wall-type revetment

8.5 Other types of revetment

9 Levee stability calculation

9.1 Calculation of seepage field and seepage stability

9.2 Calculation of stability against sliding and overturning

9.3 Settlement calculation

10 Connection of levee with other structures

10.1 General requirements

10.2 Structures crossing levee from within

10.3 Structures near levee

10.4 Structures crossing levee from above

11 Strengthening，extension and reconstruction of levee project

11.1 General requirements

11.2 Strengthening and extension

11.3 Reconstruction

12 Design of safety monitoring

13 Management of levee project

13.1 General requirements

13.2 Management and protection scope of levee project

13.3 Facilities of traffic and communication

13.4 Other management and maintenance facilities

Appendix A Calculation of levee foundation treatments

A.1 Soft foundation

A.2 Previous levee foundation

A.3 Multilayered levee foundation

Appendix B Design tide level calculation

Appendix C Wave calculation

C.1 Determination of wave elements

C.2 Calculation of height of wind banked-up

C.3 Calculation of wave run-up

Appendix D Bank protection calculation

D.1 Calculation of stability against sliding of bank slope

D.2 Calculation of revetment scour depth

D.3 Calculation of slope protection and banket

Appendix E Seepage calculation

E.1 General provision

E.2 Seepage calculation of homogeneous earth levee on impervious foundation

E.3 Seepage calculation of homogeneous earth levee on permeable foundation

E.4 Unsteady seepage calculation

E.5 Calculation of seepage gradient at exit on landside slope

E.6 Phreatic surface of homogeneous earth levee during drawdown

Introduction　to　english　translation

1　General　provisions

2　Terms

3　Grade　and　design　standards　of　levee　project

3.1　Flood　control　standard　and　grade　of　levee　project

3.2　Safety　heightening　and　stability　safety　factor

4　Basic　information

4.1　Meteorology　and　hydrology

4.2　Social　economy

4.3　Engineering　topography

4.4　Engineering　geology

5　Levee　alignment　and　levee　type　selection

5.1　Levee　line

5.2　Determination　of　spacing　between　river　banks

5.3　Selection　of　levee　type

6　Levee　foundation　treatments

6.1　General　requirements

6.2　Soft　foundation　treatments

6.3　Pervious　foundation　treatments

6.4　Multi-layer　foundation　treatments

6.5　Seepage　control　of　rock　foundation

6.6　Vertical　seepage　control　system　for　levee　foundation

7　Design　of　levee　body

7.1　General　requirements

7.2　Embankment　materials　and　compaction　standard

7.3　Crest　elevation　of　levee

7.4　Crest　structure　of　earth　levee

7.5　Levee　slope　and　berm

7.6　Slope　protection　and　drainage

7.7　Seepage　control　and　drainage　facilities

7.8　Flood　wall

8　Design　of　revetment

8.1　General　requirements

8.2　Slope-type　revetment

8.3　Dike-type　revetment

8.4　Wall-type　revetment

8.5　Other　types　of　revetment

9　Levee　stability　calculation

9.1　Calculation　of　seepage　field　and　seepage　stability

9.2　Calculation　of　stability　against　sliding　and　overturning

9.3　Settlement　calculation

10　Connection　of　levee　with　other　structures

10.1　General　requirements

10.2　Structures　crossing　levee　from　within

10.3　Structures　near　levee

10.4　Structures　crossing　levee　from　above

11　Strengthening，extension　and　reconstruction　of　levee　project

11.1　General　requirements

11.2　Strengthening　and　extension

11.3　Reconstruction

12　Design　of　safety　monitoring

13　Management　of　levee　project

13.1　General　requirements

13.2　Management　and　protection　scope　of　levee　project

13.3　Facilities　of　traffic　and　communication

13.4　Other　management　and　maintenance　facilities

Appendix　A　Calculation　of　levee　foundation　treatments

A.1　Soft　foundation

A.2　Previous　levee　foundation

A.3　Multilayered　levee　foundation

Appendix　B　Design　tide　level　calculation

Appendix　C　Wave　calculation

C.1　Determination　of　wave　elements

C.2　Calculation　of　height　of　wind　banked-up

C.3　Calculation　of　wave　run-up

Appendix　D　Bank　protection　calculation

D.1　Calculation　of　stability　against　sliding　of　bank　slope

D.2　Calculation　of　revetment　scour　depth

D.3　Calculation　of　slope　protection　and　banket

Appendix　E　Seepage　calculation

E.1　General　provision

E.2　Seepage　calculation　of　homogeneous　earth　levee　on　impervious　foundation

E.3　Seepage　calculation　of　homogeneous　earth　levee　on　permeable　foundation

E.4　Unsteady　seepage　calculation

E.5　Calculation　of　seepage　gradient　at　exit　on　landside　slope

E.6　Phreatic　surface　of　homogeneous　earth　levee　during　drawdown

E.7　Seepage　calculation　of　double-layer　foundation

E.8　Calculation　of　seepage　at　the　bottom　of　flood　wall

Appendix　F　Calculation　of　stability　against　sliding