ESTIMATION OF PILE TIP LEVELS TAKING ACCOUNT OF THE GROUND SURFACE LEVELS AND THE ELASTIC WAVE EXPLORATION
-
- HONDA Makoto
- JAPAN SOCIETY OF CIVIL ENGINEERS
-
- SUZUKI Makoto
- JAPAN SOCIETY OF CIVIL ENGINEERS
-
- UEDA Minoru
- JAPAN SOCIETY OF CIVIL ENGINEERS
-
- NISHIMURA Hitoshi
- JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
-
- 地表面の起伏と弾性波探査結果を考慮した基礎地盤面の推定
- チヒョウメン ノ キフク ト ダンセイハ タンサ ケッカ オ コウリョ シタ キソ ジバンメン ノ スイテイ
Search this article
Abstract
The pile tip levels, which are the foundation levels of piled structures, are correlated with the ground surface levels from the geological point of view. We had proposed before the estimation method which is based on the cokriging procedure and had produced excellent results. This paper presents the new estimation method of pile tip levels taking account of not only the ground surface levels but also the elastic wave exploration data. For the purpose of preventing from increasing of model parameters, the ground surface levels are treated as the trend component. In this paper, the proposed method was verified using the numerical data and applied to the actual data.
Journal
-
- Doboku Gakkai Ronbunshu
-
Doboku Gakkai Ronbunshu 2000 (645), 267-279, 2000-03-21
Japan Society of Civil Engineers
- Tweet
Details 詳細情報について
-
- CRID
- 1390001205309642368
-
- NII Article ID
- 10004542418
-
- NII Book ID
- AN10014020
-
- ISSN
- 18827187
- 02897806
-
- NDL BIB ID
- 5333825
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed