書誌事項
- タイトル別名
-
- DETERMINATION OF DESIGN PARAMETERS FOR DEFORMABILITY AND STRENGTH OF SOILS BASED ON IN-SITU TESTING
- ゲンイチ シケン ニ ヨル ヘンケイ キョウド テイスウ ノ ケッテイ ト セ
この論文をさがす
抄録
Three categories of techniques are employed in order to estimate the deformation/strength parameters of subsoils based on the data obtained from vane and pressuremeter tests: (1) theoretical procedures to convert the results of vane and pressuremeter tests into the deformation/strength parameters are proposed. (2) the deformation/strength parameters of clayey soils are derived from an elasto-plastic constitutive model. (3) deformation/strength parameters are estimated from lab/field tests through empirical equations. The use of these three categories of techniques in a number of construction sites gave an idea of applicability and limitations of using the soil parameters obtained from vane and pressuremeter tests in the deformation and stability analysis.
収録刊行物
-
- 土木学会論文集
-
土木学会論文集 1984 (346), 77-86, 1984-06-20
公益社団法人 土木学会
- Tweet
詳細情報 詳細情報について
-
- CRID
- 1390001205600915584
-
- NII論文ID
- 130003980094
- 10003191522
-
- NII書誌ID
- AN10014020
-
- ISSN
- 18827187
- 02897806
-
- NDL書誌ID
- 2992684
-
- データソース種別
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- 抄録ライセンスフラグ
- 使用不可