この論文をさがす
抄録
A formulation for the compression of sedimentary soils was attempted by separating the compression type into the rapid process of upper sediments and slow process of subsoils, based on both the experimental results and theoretical consideration.It is shown that the fundamental equations proposed can well explain the characteristics and behaviour of the compression of soils. The theoretical relationship between compression index and void ratio ensured the empirical relationships.Further, the results obtained indicates that the virgin compression curve to be predicted from the results of consolidation test may not accord with that of the true virgin compression. Therefore, it is likely that the conventional prediction method for settlement will underestimate or overestimate settlements.
収録刊行物
-
- 土質工学会論文報告集
-
土質工学会論文報告集 27 (1), 23-34, 1987
公益社団法人 地盤工学会
- Tweet
キーワード
詳細情報 詳細情報について
-
- CRID
- 1390001204610307840
-
- NII論文ID
- 110003983573
- 130003751086
-
- NII書誌ID
- AN00173174
-
- NDL書誌ID
- 3115327
-
- ISSN
- 03851621
- 00380806
-
- Web Site
- http://id.ndl.go.jp/bib/3115327
- https://ndlsearch.ndl.go.jp/books/R000000004-I3115327
- https://api.elsevier.com/content/article/PII:S0038080620317728?httpAccept=text/xml
- https://api.elsevier.com/content/article/PII:S0038080620317728?httpAccept=text/plain
- http://dl.ndl.go.jp/info:ndljp/pid/10448828
-
- 本文言語コード
- en
-
- データソース種別
-
- JaLC
- NDL
- Crossref
- NDL-Digital
- CiNii Articles
-
- 抄録ライセンスフラグ
- 使用不可