Research for development of Spiral bladed drain pipe reinforcement method

Tomohiro Hamasaki, Kiyonobu Kasama, Kenji Matsukata, Kouji Taguchi

Research output: Contribution to conferencePaper

1 Citation (Scopus)

Abstract

The purpose of this research is to develop a new earth reinforcement technology "The SDPR method" having both functions of a single earth reinforcement to increases the embankment strength and a drainage pipe to lower a ground water level in embankment at the same time. This paper summarizes the field test results of pullout test and drainage test of the SDPR method. The main conclusions are as follows: 1) It is possible to install a SDPR by using a conventional boring machine. 2) It was found that by a pull-out resistance test the SDPR integrates entirely bonded to the surrounding ground and the interface resistance between SDPR and the ground had a very high correlation with the representative N-value of the ground. 3) It was found that by installing SDPR into embankment the hail-life of an effective rainfall to match groundwater fluctuation was shorter meaning that SDPR accelerates water pressure dissipation and drainage from embankment. 4) It was found that ultimate effective rainfall increases to improve drainage resistance of embankment by installing SDPR.

Original languageEnglish
Pages2143-2146
Number of pages4
Publication statusPublished - Jan 1 2017
Event19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017 - Seoul, Korea, Republic of
Duration: Sep 17 2017Sep 22 2017

Other

Other19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017
CountryKorea, Republic of
CitySeoul
Period9/17/179/22/17

Fingerprint

Embankments
embankment
drain
reinforcement
Reinforcement
pipe
Pipe
Drainage
drainage
Rain
Groundwater
Earth (planet)
pullout test
rainfall
groundwater
hail
Precipitation (meteorology)
Water levels
boring
dissipation

All Science Journal Classification (ASJC) codes

  • Geotechnical Engineering and Engineering Geology

Cite this

Hamasaki, T., Kasama, K., Matsukata, K., & Taguchi, K. (2017). Research for development of Spiral bladed drain pipe reinforcement method. 2143-2146. Paper presented at 19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017, Seoul, Korea, Republic of.

Research for development of Spiral bladed drain pipe reinforcement method. / Hamasaki, Tomohiro; Kasama, Kiyonobu; Matsukata, Kenji; Taguchi, Kouji.

2017. 2143-2146 Paper presented at 19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017, Seoul, Korea, Republic of.

Research output: Contribution to conferencePaper

Hamasaki, T, Kasama, K, Matsukata, K & Taguchi, K 2017, 'Research for development of Spiral bladed drain pipe reinforcement method', Paper presented at 19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017, Seoul, Korea, Republic of, 9/17/17 - 9/22/17 pp. 2143-2146.
Hamasaki T, Kasama K, Matsukata K, Taguchi K. Research for development of Spiral bladed drain pipe reinforcement method. 2017. Paper presented at 19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017, Seoul, Korea, Republic of.
Hamasaki, Tomohiro ; Kasama, Kiyonobu ; Matsukata, Kenji ; Taguchi, Kouji. / Research for development of Spiral bladed drain pipe reinforcement method. Paper presented at 19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017, Seoul, Korea, Republic of.4 p.
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