RELIABILITY DESIGN METHOD OF GROUND IMPROVEMENT FOR LIQUEFACTION
-
- Nishimura Shin-ichi
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
-
- Shimizu Hideyoshi
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
-
- Fujii Hiroaki
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
-
- Shimada Kiyoshi
- 岡山大学 環境管理工学科
Bibliographic Information
- Other Title
-
- 液状化対策地盤改良に関する信頼性設計
- エキジョウカ タイサク ジバン カイリョウ ニ カンスル シンライセイ セッケ
Search this article
Abstract
A calculation method of probability of liquefaction is proposed in this paper. The spatial variability of soil parameters for the dynamic shear strength, N-values, median grain size, fines contents, and the statistical characteristics of the earthquake occurrence are considered in the analysis. Using this method, the reliability design of the sand compaction piles is discussed for the ground improvement against the liquefaction. The optimum sand replacement rate is determined so as to minimize the total cost.
Journal
-
- Doboku Gakkai Ronbunshu
-
Doboku Gakkai Ronbunshu 1998 (603), 101-111, 1998-09-21
Japan Society of Civil Engineers
- Tweet
Keywords
Details 詳細情報について
-
- CRID
- 1390282680286077952
-
- NII Article ID
- 130003801274
- 10001887794
-
- NII Book ID
- AN10014020
-
- ISSN
- 18827187
- 02897806
-
- NDL BIB ID
- 4574317
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed