中文目录

• Introduction

• 翻译出版说明

• National　Energy　Administration　Announcement

• Foreword

• 1　General　Provisions

• 2　Terms　and　Symbols

  • 2.1　Terms

  • 2.2　Symbols

• 3　Basic　Requirements

• 4　Calculation　on　Uplift　Capacity

  • 4.1　Applicable　Conditions

  • 4.2　Shearing　Method

  • 4.3　Earth　Cone　Method

• 5　Calculation　on　Compression　Capacity

  • 5.1　Compression　on　Ground

  • 5.2　Ground　Bearing　Capacity

  • 5.3　Ground　Deformation

• 6　Calculation　on　Overturning　Stability

  • 6.1　Calculation　on　Overturning　Stability　of　Pole　Foundation

  • 6.2　Calculation　on　Overturning　Stability　of　Shallow　Foundation　for　Narrow　Foot　Tower

  • 6.3　Calculation　on　Overturning　Stability　of　Deep　Foundation　for　Narrow　Foot　Tower

  • 6.4　Calculation　on　Overturning　Stability　of　Foundation　for　Wide　Base　Tower

  • 6.5　Retaining　Wall

• 7　Calculation　on　Bearing　Capacity　and　Detailing　Requirements　of　Members

  • 7.1　Calculation　on　Bearing　Capacity　of　Normal　Section　of　Chimney　of　Reinforced　Concrete　Foundation

  • 7.2　Calculation　on　Bearing　Capacity　of　Cross　Section　of　Chimney　of　Concrete　Foundation

  • 7.3　Calculation　on　Bearing　Capacity　of　Cross　Section　of　Foundation　Slab　of　Reinforced　Concrete

  • 7.4　Calculation　on　Bearing　Capacity　of　Cross　Section　of　Base　Slab　Bottom　of　Concrete　Foundation

  • 7.5　Calculation　on　Bearing　Capacity　of　Reinforced　Concrete　Guy　Anchor　Plate

  • 7.6　Calculation　on　Bearing　Capacity　of　Chuck　of　Reinforced　Concrete　Poles

  • 7.7　Calculation　on　Bearing　Capacity　of　Base　Slab，Guy　Anchor　Plate　and　Chuck　Constructed　of　Stone　Materials

  • 7.9　Calculation　on　Bearing　Capacity　of　Guy　Members

  • 7.10　Calculation　on　Bearing　Capacity　of　Inclined　Section

  • 7.11　Detailing　Requirements

• 8　Rock　Foundation

  • 8.1　Foundation　Types　and　Applicable　Conditions

  • 8.2　Calculation　on　Tensile　Capacity　of　Foundation

  • 8.3　Detailing　Requirements

• 9　Pile　Foundation

  • 9.1　General　Requirements

  • 9.2　Structural　Requirements　of　Pile　Foundation

  • 9.3　Calculation　on　Action　Effect　of　Pile　Top

  • 9.4　Calculation　on　Compressive　Bearing　Capacity　of　Pile

  • 9.5　Calculation　on　Uplift　Bearing　Capacity　of　Piles

  • 9.6　Calculation　on　Horizontal　Bearing　Capacity　and　Displacement　of　Piles

  • 9.7　Calculation　on　Pile　Body

  • 9.8　Quality　Inspection　Standards

• 10　Combined　Caisson　Foundation

  • 10.1　General　Requirements

  • 10.2　Structural　Requirements

  • 10.3　Calculation　on　Uplift　Bearing　Capacity

  • 10.4　Calculation　on　Compressive　Bearing　Capacity

  • 10.5　Calculation　on　Strength　of　Foundation　Body

• 11　Assembly　Foundation

  • 11.1　General　Requirements

  • 11.2　Calculation　on　Stability　of　Vertical-chimney　Hinging　Foundation　Against　Lateral　Overturning

  • 11.3　Calculation　on　Stability　of　Vertical-chimney　Hinging　Foundation　Against　Lateral　Sliding

  • 11.4　Calculation　on　Bearing　Capacity　of　Foundation

  • 11.5　Detailing　Requirements

• 12　Helix　Anchor　Foundation

  • 12.1　General　Requirements

  • 12.2　Calculation　on　Uplift　Capacity　of　Helix　Anchor　Foundation

  • 12.3　Calculation　on　Compression　Capacity　of　Helix　Anchor　Foundation

  • 12.4　Calculation　on　Strength　of　Helix　Anchor　Members

  • 12.5　Material　and　Detailing　Requirements

• 13　Foundation　Site　Treatment　and　Environmental　Protection

• Appendix　A　Sketches　of　Foundation　Types

• Appendix　B　Ground　Treatment　Principle　of　Special　Geological　Conditions

  • B.1　Principles　for　Ground　Treatment　of　Pole　and　Tower　of　Transmission　Line　in　Loess　Region

  • B.2　Principles　for　Ground　Treatment　of　Pole　and　Tower　of　Transmission　Line　in　Saline　Soil　Region

  • B.3　Principles　for　Ground　Treatment　of　Pole　and　Tower　in　Seasonal　Frozen-soil　Region

• Appendix　C　Calculation　on　Local　Scouring，Dynamic　Pressure　of　Water　Flow　and　Collision　Force　of　Drifts　on　Foundation　During　Flooding

• Appendix　D　Calculation　on　Uplift　Bearing　Capacity　of　Foundation　in　Undisturbed　Soil　with　Shearing　Method

• Appendix　E　Calculation　on　Uplift，Compression　and　Overturning　Stability　of　Foundation　and　Subsoil

• Appendix　F　Characteristic　Value　and　Classification　of　Bearing　Capacity　of　Ground　Rock　and　Soil

  • F.1　Characteristic　Value　of　Ground　Bearing　Capacity

  • F.2　Classification　of　Rock　and　Soil　of　Ground

  • F.3　Several　Important　Engineering　Characteristic　Indicators

• Appendix　G　Approximate　Calculation　on　Lateral　Bending　Moment　of　Rigid　Foundation　Soil　Resistance　of　Undisturbed　Soil

• Appendix　H　Frictional　Factor　Between　Soil　and　Concrete　Foundation　and　Effective　Area　of　Anchor　Bolt

• Appendix　J　Calculation　on　Internal　Force　and　Displacement　of　Piles　Under　the　Effect　of　Horizontal　Load

• Appendix　K　Key　Points　for　Uplift　Static　Load　Test　on　Foundation　for　Overhead　Transmission　Line

  • K.1　Loading　Equipment

  • K.2　Metering　System

  • K.3　Loading　Test　Methods

  • K.4　Summary　of　Test　Results

  • K.5　Engineering　Geological　Data

• Appendix　L　Calculation　on　Bearing　Capacity　of　Steel　Grillage　Foundation

• Explanation　of　Wording　in　This　Code

• List　of　Quoted　Standards

英文目录