Deep mixing (DM) is the modification of in situ soil to increase strength, control deformation, and reduce permeability. Multi–axis augers and mixing paddles are used to construct overlapping columns strengthened by mixing cement with in situ soils. This method has been used for excavation support to increase bearing capacity, reduce movements, prevent sliding failure, control seepage by acting as a cut–off barrier, and as a measure against base heave. DM 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. Although DM 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. The main objective of this research is to develop a methodology to design retaining systems using deep mixing technology. The method will be evaluated using numerical analysis of one selected case history.

Deep mixing (DM) is the modification of in situ soil to increase strength, control deformation, and reduce permeability. Multi–axis augers and mixing paddles are used to construct overlapping columns strengthened by mixing cement with in situ soils. This method has been used for excavation support to increase bearing capacity, reduce movements, prevent sliding failure, control seepage by acting as a cut–off barrier, and as a measure against base heave. DM 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. Although DM 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. The main objective of this research is to develop a methodology to design retaining systems using deep mixing technology. The method will be evaluated using numerical analysis of one selected case history.

Thèse doctorat : Génie Civil : Villeurbanne, INSA : 2006. / Titre provenant de l'écran-titre. Bibliogr. p. 262-267.

Thesis (M. Phil.)--University of Hong Kong, 2002. / Includes bibliographical references (leaves 181-186).

published_or_final_version / Applied Geosciences / Master / Master of Science

published_or_final_version / Civil Engineering / Master / Master of Philosophy

Thesis (M.S.)--Oregon State Agricultural College, 1936. / Typescript. Includes bibliographical references (leaves 124-130). Also available on the World Wide Web.

Thesis (MSc.(Anatomy)--Faculty of Health Sciences)-University of Pretoria, 2007. / Includes bibliographical references.

Yes / Geophysical survey at the three major henge monuments in the Wharfe Valley has provided details of survival and internal features. Excavation at Yarnbury has confirmed its Bronze Age date and has recovered material matching that from previous unrecorded excavations. The excavation has provided environmental data for the construction of the henge. The sites are placed in their regional context. / British Academy

Yes