Accuracy verification of non-destructive testing method for estimating degree of compaction on embankment slope

Shoma Fujiwara, Ryohei Ishikura, Noriyuki Yasufuku, Mitsuru Taniyama

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Embankment slope failures have recently occurred frequently due to the natural disasters. The typical regulation for embankment constructions is the degree of compaction on the top of the embankment. There is no regulation for degree of compaction on the embankment slope. In this study, in order to develop a new system for evaluating the degree of compaction on the embankment slope, non-destructive testing method which measures ground stiffness was developed and performed in laboratory and in-situ. In this paper, firstly, in order to investigate the correlation between the degree of compaction and ground stiffness obtained by the non-destructive testing method, the non-destructive tests were performed on specimens compacted with various moisture contents and degrees of compaction in laboratory. Secondly, the non-destructive tests were performed on the embankment slope and the degree of compaction of embankment slope was estimated by using regression equations in laboratory. Finally, the validity of the estimated degree of compaction on the embankment slope by non-destructive method was confirmed by comparing to the results of RI method.

Original languageEnglish
Title of host publicationProceedings of the 7th China-Japan Geotechnical Symposium
Subtitle of host publicationNew Advances in Geotechnical Engineering, CJGS 2018
PublisherChina Communications Press Co., Ltd.
Pages57-61
Number of pages5
Volume2018-March
ISBN (Electronic)9787114139567
Publication statusPublished - Jan 1 2018
Event7th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering, CJGS 2018 - Sanya, China
Duration: Mar 16 2018Mar 18 2018

Other

Other7th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering, CJGS 2018
CountryChina
CitySanya
Period3/16/183/18/18

Fingerprint

nondestructive testing
testing method
Embankments
Nondestructive examination
embankment
compaction
Compaction
stiffness
Stiffness
slope failure
natural disaster
Disasters
moisture content
Moisture

All Science Journal Classification (ASJC) codes

  • Geotechnical Engineering and Engineering Geology

Cite this

Fujiwara, S., Ishikura, R., Yasufuku, N., & Taniyama, M. (2018). Accuracy verification of non-destructive testing method for estimating degree of compaction on embankment slope. In Proceedings of the 7th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering, CJGS 2018 (Vol. 2018-March, pp. 57-61). China Communications Press Co., Ltd..

Accuracy verification of non-destructive testing method for estimating degree of compaction on embankment slope. / Fujiwara, Shoma; Ishikura, Ryohei; Yasufuku, Noriyuki; Taniyama, Mitsuru.

Proceedings of the 7th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering, CJGS 2018. Vol. 2018-March China Communications Press Co., Ltd., 2018. p. 57-61.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Fujiwara, S, Ishikura, R, Yasufuku, N & Taniyama, M 2018, Accuracy verification of non-destructive testing method for estimating degree of compaction on embankment slope. in Proceedings of the 7th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering, CJGS 2018. vol. 2018-March, China Communications Press Co., Ltd., pp. 57-61, 7th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering, CJGS 2018, Sanya, China, 3/16/18.
Fujiwara S, Ishikura R, Yasufuku N, Taniyama M. Accuracy verification of non-destructive testing method for estimating degree of compaction on embankment slope. In Proceedings of the 7th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering, CJGS 2018. Vol. 2018-March. China Communications Press Co., Ltd. 2018. p. 57-61
Fujiwara, Shoma ; Ishikura, Ryohei ; Yasufuku, Noriyuki ; Taniyama, Mitsuru. / Accuracy verification of non-destructive testing method for estimating degree of compaction on embankment slope. Proceedings of the 7th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering, CJGS 2018. Vol. 2018-March China Communications Press Co., Ltd., 2018. pp. 57-61
@inproceedings{f8e11cb245b849c09815ad8cd96dc699,
title = "Accuracy verification of non-destructive testing method for estimating degree of compaction on embankment slope",
abstract = "Embankment slope failures have recently occurred frequently due to the natural disasters. The typical regulation for embankment constructions is the degree of compaction on the top of the embankment. There is no regulation for degree of compaction on the embankment slope. In this study, in order to develop a new system for evaluating the degree of compaction on the embankment slope, non-destructive testing method which measures ground stiffness was developed and performed in laboratory and in-situ. In this paper, firstly, in order to investigate the correlation between the degree of compaction and ground stiffness obtained by the non-destructive testing method, the non-destructive tests were performed on specimens compacted with various moisture contents and degrees of compaction in laboratory. Secondly, the non-destructive tests were performed on the embankment slope and the degree of compaction of embankment slope was estimated by using regression equations in laboratory. Finally, the validity of the estimated degree of compaction on the embankment slope by non-destructive method was confirmed by comparing to the results of RI method.",
author = "Shoma Fujiwara and Ryohei Ishikura and Noriyuki Yasufuku and Mitsuru Taniyama",
year = "2018",
month = "1",
day = "1",
language = "English",
volume = "2018-March",
pages = "57--61",
booktitle = "Proceedings of the 7th China-Japan Geotechnical Symposium",
publisher = "China Communications Press Co., Ltd.",

}

TY - GEN

T1 - Accuracy verification of non-destructive testing method for estimating degree of compaction on embankment slope

AU - Fujiwara, Shoma

AU - Ishikura, Ryohei

AU - Yasufuku, Noriyuki

AU - Taniyama, Mitsuru

PY - 2018/1/1

Y1 - 2018/1/1

N2 - Embankment slope failures have recently occurred frequently due to the natural disasters. The typical regulation for embankment constructions is the degree of compaction on the top of the embankment. There is no regulation for degree of compaction on the embankment slope. In this study, in order to develop a new system for evaluating the degree of compaction on the embankment slope, non-destructive testing method which measures ground stiffness was developed and performed in laboratory and in-situ. In this paper, firstly, in order to investigate the correlation between the degree of compaction and ground stiffness obtained by the non-destructive testing method, the non-destructive tests were performed on specimens compacted with various moisture contents and degrees of compaction in laboratory. Secondly, the non-destructive tests were performed on the embankment slope and the degree of compaction of embankment slope was estimated by using regression equations in laboratory. Finally, the validity of the estimated degree of compaction on the embankment slope by non-destructive method was confirmed by comparing to the results of RI method.

AB - Embankment slope failures have recently occurred frequently due to the natural disasters. The typical regulation for embankment constructions is the degree of compaction on the top of the embankment. There is no regulation for degree of compaction on the embankment slope. In this study, in order to develop a new system for evaluating the degree of compaction on the embankment slope, non-destructive testing method which measures ground stiffness was developed and performed in laboratory and in-situ. In this paper, firstly, in order to investigate the correlation between the degree of compaction and ground stiffness obtained by the non-destructive testing method, the non-destructive tests were performed on specimens compacted with various moisture contents and degrees of compaction in laboratory. Secondly, the non-destructive tests were performed on the embankment slope and the degree of compaction of embankment slope was estimated by using regression equations in laboratory. Finally, the validity of the estimated degree of compaction on the embankment slope by non-destructive method was confirmed by comparing to the results of RI method.

UR - http://www.scopus.com/inward/record.url?scp=85048964635&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85048964635&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:85048964635

VL - 2018-March

SP - 57

EP - 61

BT - Proceedings of the 7th China-Japan Geotechnical Symposium

PB - China Communications Press Co., Ltd.

ER -