Engineering behavior of cement stabilized clay at high water content.
Bibliographic Information
- Other Title
-
- Engineering behaviour of cement stabilized clay at high water content
Search this article
Description
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.
Journal
-
- SOILS AND FOUNDATIONS
-
SOILS AND FOUNDATIONS 41 (5), 33-45, 2001
The Japanese Geotechnical Society
- Tweet
Details 詳細情報について
-
- CRID
- 1390282679589087488
-
- NII Article ID
- 110003945790
- 130004247606
-
- NII Book ID
- AN10496056
-
- NDL BIB ID
- 5956293
-
- ISSN
- 13417452
- 00380806
- http://id.crossref.org/issn/00380806
-
- 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
-
- Text Lang
- en
-
- Data Source
-
- JaLC
- NDL
- Crossref
- NDL-Digital
- CiNii Articles
-
- Abstract License Flag
- Disallowed