Chapter
Apr 26, 2012
The State of Practice in Deep Mixing Methods
Publication: Grouting and Ground Treatment
Abstract
The deep mixing method is often classified into two, dry method and wet method based on the hardening agent (binder). The former utilizes the dry powdered binder whereas the latter utilizes the water-binder slurry. Naturally there are some differences in the execution machines between dry and wet methods. But to the author's knowledge, there is no substantial difference in the characteristics of treated soils between them. The apparent difference in the design procedure and application comes from the purpose of improvement, which in turn gives rise to the difference in the installation patterns and in the order of strength required. The present article summarizes the current state of practice of deep mixing and discusses the tasks for the coming decade mostly based on the experience gained in Japan.
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© 2003 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Masaaki Terashi, Dr.Eng.
M.ASCE
Director, Nikken Sekkei Nakase Geotechnical Institute, 4-11-1 Minamikase, Saiwai-ku, Kawasaki, 212-0055 Japan
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.