Engineering behaviour of cement stabilized clay at high water content
書誌事項
- タイトル別名
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- Engineering behavior of cement stabilized clay at high water content.
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説明
The in-situ deep mixing technique has been established as a means to effect columnar inclusions into soft ground to enhance the bearing capacity and reduce settlement. Since the inception of this method, developments in the plant and machinery, as well as associated field techniques, have surpassed the basic understanding of strength developments in high water-content clays admixed with cementing agents. In this paper an attempt is made to identify the critical factors governing the engineering behavior of cement-stabilized clay, which helps not only to control the input of cementing agent to attain strength development with curing time and clay water content, but also to understand the subsequent engineering behavior. It is revealed that the clay-water / cement ratio, wc / c is the prime parameter for the above purposes.
収録刊行物
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- 地盤工学会論文報告集
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地盤工学会論文報告集 41 (5), 33-45, 2001
公益社団法人 地盤工学会
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詳細情報 詳細情報について
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- CRID
- 1390282679589087488
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- NII論文ID
- 110003945790
- 130004247606
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- NII書誌ID
- AN10496056
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- NDL書誌ID
- 5956293
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- ISSN
- 13417452
- 00380806
- http://id.crossref.org/issn/00380806
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- Web Site
- http://id.ndl.go.jp/bib/5956293
- https://ndlsearch.ndl.go.jp/books/R000000004-I5956293
- https://api.elsevier.com/content/article/PII:S0038080620310349?httpAccept=text/xml
- https://api.elsevier.com/content/article/PII:S0038080620310349?httpAccept=text/plain
- http://dl.ndl.go.jp/info:ndljp/pid/10423774
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- 本文言語コード
- en
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- データソース種別
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- JaLC
- NDL
- Crossref
- NDL-Digital
- CiNii Articles
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- 使用不可