Deep Mixing for Excavation Support: Design Issues
Publication: Geotechnical Engineering for Transportation Projects
Abstract
Deep mixing is effectively used in excavations both in conjunction with and in substitution of traditional techniques, where it results in more economical and convenient solutions for the stability of the system and the prevention of seepage. Deep mixed walls constructed as part of a soldier pile and tie-backs system act also as temporary support, prevent seepage like a sheet pile wall, but require a lower amount of steel. The deep mixed treatment can also contribute to the stability of the wall system against deep-seated failures. Although deep mixing is currently used for excavation control in numerous projects, no standard procedure has been developed and the different applications have not been evaluated. As this technique emerges as a more economical and effective alternative to traditional excavation shoring, there is a need for guidelines describing proven procedures for evaluation of design, analysis and construction. This paper presents comparisons in the design of excavation support using deep mixing and other traditional techniques. Issues important for design, analysis, and construction of deep mixed excavation walls are also discussed.
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Copyright
© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Business management
- Construction engineering
- Construction methods
- Design (by type)
- Economic factors
- Engineering fundamentals
- Excavation
- Foundation construction
- Foundations
- Geomechanics
- Geotechnical engineering
- Hydraulic design
- Pile foundations
- Piles
- Practice and Profession
- Seepage
- Sheet piles
- Soil mechanics
- Soil mixing
- Soil properties
- Steel piles
- Structural engineering
- Structural members
- Structural systems
- Walls
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