- 【Updated on May 12, 2025】 Integration of CiNii Dissertations and CiNii Books into CiNii Research
- Trial version of CiNii Research Knowledge Graph Search feature is available on CiNii Labs
- 【Updated on June 30, 2025】Suspension and deletion of data provided by Nikkei BP
- Regarding the recording of “Research Data” and “Evidence Data”
EFFECT OF SOIL DENSIFICATION APPLYING THE GRAVEL DRAIN SYSTEM WITH A COMPACTION ROD
-
- ITO Katsuhiko
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
-
- NAKAJIMA Yutaka
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
-
- OKITA Yasuji
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
-
- OISHI Hiroshi
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
-
- 突棒を用いた砕石ドレーン工法における周辺地盤の締固め効果
Search this article
Description
The gravel drain system aims to avert liquefaction by quickly dissipating excess pore pressure. Since construction of gravel drains produces no serious vibration and noise, it is suitable to sites in urban areas and adjacent to existing structures. We have developed a compaction-rod type machine. One of the important characteristics of this machine is the compaction effect of the surrounding ground. To take advantage of the compaction effect, we undertook full scale model tests and verification field tests in which the increase in the strength of the surrounding ground was tested. In this paper, the compaction effect of the surrounding soil imparted by a specially designed compaction rod is shown by the test results.
Journal
-
- Doboku Gakkai Ronbunshu
-
Doboku Gakkai Ronbunshu 1992 (444), 21-30, 1992-03-20
Japan Society of Civil Engineers
- Tweet
Details 詳細情報について
-
- CRID
- 1390282680284577536
-
- NII Article ID
- 130003800108
-
- ISSN
- 18827187
- 02897806
-
- Data Source
-
- JaLC
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed