Earthquake Geotechnical Engineering Practice - Module 5: Ground improvement of soils prone to liquefaction

Abbreviation
Earthquake Geotechnical Engineering Practice - Module 5
Version
1
Valid from
29/11/2021

Information provider
Ministry of Business, Innovation and Employment
Information type
Section 175 guidance
Format
PDF

Description

Module 5 of the Earthquake Geotechnical Engineering Practice guidelines covers the principles of the design of ground improvement, up-to-date practice and supports the Canterbury Earthquakes Royal Commission recommendations.

Developed jointly by MBIE and the New Zealand Geotechnical Society, Module 5 is part of the Earthquake Geotechnical Engineering Practice series and relates specifically to ground improvement of soils prone to liquefaction.

View the previous version (Version 0)

Scope

Changes in this version include:

  • Updates and Additions to
    • Section 3: Ground improvement principles to outline the effects of ground improvement on neighbouring sites
    • Section 5: Ground improvement design information added on the torsional response of structures on partially improved ground and groundwater flows associated with liquefaction
    • Section 7: Densification methods - outlining the effect of hard surface layer of effectiveness of dynamic compaction
    • Section 8 : Solidification methods - a flowchart for design and construction of Deep Mixing projects has been incorporated
    • Section 11: Ground improvement for residential construction - The Earthquake Commission’s ground improvement trial findings have been incorporated.
  • Minor content revisions, clarifications and updates, including consideration and incorporation of relevant existing feedback
  • References updated to include more detailed design manuals & guidelines.

Appendix includes six worked examples.

For assistance with locating previous versions, please contact the information provider.
View on Information Provider website Download this resource (PDF, 6.9MB)
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This resource is not cited by any other resources.

Earthquake Geotechnical Engineering Practice - Module 5: Ground improvement of soils prone to liquefaction

This document is not CITED BY any other resources:

Earthquake Geotechnical Engineering Practice - Module 5: Ground improvement of soils prone to liquefaction

Description

Module 5 of the Earthquake Geotechnical Engineering Practice guidelines covers the principles of the design of ground improvement, up-to-date practice and supports the Canterbury Earthquakes Royal Commission recommendations.

Developed jointly by MBIE and the New Zealand Geotechnical Society, Module 5 is part of the Earthquake Geotechnical Engineering Practice series and relates specifically to ground improvement of soils prone to liquefaction.

View the previous version (Version 0)

View on Information Provider website Download this resource (PDF, 6.9MB)
Earthquake Geotechnical Engineering Practice - Module 5: Ground improvement of soils prone to liquefaction
Description

Module 5 of the Earthquake Geotechnical Engineering Practice guidelines covers the principles of the design of ground improvement, up-to-date practice and supports the Canterbury Earthquakes Royal Commission recommendations.

Developed jointly by MBIE and the New Zealand Geotechnical Society, Module 5 is part of the Earthquake Geotechnical Engineering Practice series and relates specifically to ground improvement of soils prone to liquefaction.

View the previous version (Version 0)

View on Information Provider website Download this resource (PDF, 6.9MB)
This resource does not cite any other resources.

Earthquake Geotechnical Engineering Practice - Module 5: Ground improvement of soils prone to liquefaction

This resource does not CITE any other resources.
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