1.0.1 This specification was formulated with a view to enhancing design, construction and quality test of ground treatment by heavy tamping, implementing the national technical and ecnomic policies, and achieving technical advancement, safety and usability, economy rationality and high quality and environmental protection.
1.0.2 This specification is applicable to design, construction and quality test of ground treatment by heavy tamping, including natural foundation, artificial filling foundation and special soil foundation.
1.0.3 Ground treatment by heavy tamping shall satisfy such principles as adjusting measures to local conditions, using local materials and saving resources.
1.0.4 Engineering of ground treatment by heavy tamping shall not only meet the requirements of this specification, but also comply with those specified in the current relevant national standards.
1 General Provisions 2 Terms and Symbols 2.1 Terms 2.2 Symbols 3 Basic Requirement 4 Design 4.1 General Requirement 4.2 Heavy Tamping 4.3 Dynamic Replacement 4.4 Special Soil Foundation Treatment by Heavy Tamping 4.5 Artificial Filling Foundation Treatment by Heavy Tamping 5 Construction 5.1 General Requirement 5.2 Preparation of Construction Site 5.3 Construction Machine 5.4 Construction Procedure 5.5 Construction Quality Control and Monitor 5.6 Environmental Protection 6 Quality Test and Acceptance 6.1 Quality Test and Acceptance of Heavy Tamping 6.2 Quality Test and Acceptance of Dynamic Replacement Explanation of Wording in This Specification List of Quoted Standards
Standard
CECS 279-2010 Technical Specification of Dynamic Consolidation to Ground Treatment (English Version)
Standard No.
CECS 279-2010
Status
valid
Language
English
File Format
PDF
Word Count
10000 words
Price(USD)
250.0
Implemented on
2010-11-1
Delivery
via email in 1 business day
Detail of CECS 279-2010
Standard No.
CECS 279-2010
English Name
Technical Specification of Dynamic Consolidation to Ground Treatment
1.0.1 This specification was formulated with a view to enhancing design, construction and quality test of ground treatment by heavy tamping, implementing the national technical and ecnomic policies, and achieving technical advancement, safety and usability, economy rationality and high quality and environmental protection.
1.0.2 This specification is applicable to design, construction and quality test of ground treatment by heavy tamping, including natural foundation, artificial filling foundation and special soil foundation.
1.0.3 Ground treatment by heavy tamping shall satisfy such principles as adjusting measures to local conditions, using local materials and saving resources.
1.0.4 Engineering of ground treatment by heavy tamping shall not only meet the requirements of this specification, but also comply with those specified in the current relevant national standards.
Contents of CECS 279-2010
1 General Provisions
2 Terms and Symbols
2.1 Terms
2.2 Symbols
3 Basic Requirement
4 Design
4.1 General Requirement
4.2 Heavy Tamping
4.3 Dynamic Replacement
4.4 Special Soil Foundation Treatment by Heavy Tamping
4.5 Artificial Filling Foundation Treatment by Heavy Tamping
5 Construction
5.1 General Requirement
5.2 Preparation of Construction Site
5.3 Construction Machine
5.4 Construction Procedure
5.5 Construction Quality Control and Monitor
5.6 Environmental Protection
6 Quality Test and Acceptance
6.1 Quality Test and Acceptance of Heavy Tamping
6.2 Quality Test and Acceptance of Dynamic Replacement
Explanation of Wording in This Specification
List of Quoted Standards
