Study on stability of surrounding soil using culvert pipe jacking

T. Morita, S. Muto, Hideki Shimada, Takashi Sasaoka, K. Matsui, F. Matsumoto, E. Sakai

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

Abstract

In constructing infrastructure in urban area, rectangular pipes have been increasing gradually. Rectangular pipes are very efficient because effective cross-section area becomes larger, and maintenance of the lifeline becomes easier compare with circular pipes. And the influence to the neighbouring environment along with the formation of the city, thereis a tendency to shift from open cut method to trenchless technology. On the other hand, the main reason in applying small-scale infrastructure cutting edge jacking method is economic competitiveness. However, there are many problems with this method. For example, we need to improve the ground all the way for the construction and we have much influence on the surrounding soil or on the surface since this method is the open shield type method. This paper shows the result of a numerical analysis of the influence on the ground surface and underground in case of pipe jacking rectangular pipes withclosed type machine, and examines the extent of the impact to the surrounding soil when compared to the circular pipe jacking which has many construction results.

Original languageEnglish
Title of host publicationInternational Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07
Subtitle of host publicationMediterranean No-Dig 2007
Pages332-339
Number of pages8
Publication statusPublished - Dec 1 2007
Event25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007 - Rome, Italy
Duration: Sep 10 2007Sep 12 2007

Publication series

NameInternational Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007

Other

Other25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007
CountryItaly
CityRome
Period9/10/079/12/07

Fingerprint

pipe jacking
culvert
soils
Pipe
Soils
pipe
soil
infrastructure
trenchless technology
competitiveness
bedrock
shield
urban area
cross section
maintenance
numerical analysis
economics
method
Numerical analysis
tendencies

All Science Journal Classification (ASJC) codes

  • Geology
  • Geophysics
  • Geotechnical Engineering and Engineering Geology
  • Civil and Structural Engineering
  • Mechanical Engineering
  • Building and Construction

Cite this

Morita, T., Muto, S., Shimada, H., Sasaoka, T., Matsui, K., Matsumoto, F., & Sakai, E. (2007). Study on stability of surrounding soil using culvert pipe jacking. In International Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007 (pp. 332-339). (International Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007).

Study on stability of surrounding soil using culvert pipe jacking. / Morita, T.; Muto, S.; Shimada, Hideki; Sasaoka, Takashi; Matsui, K.; Matsumoto, F.; Sakai, E.

International Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007. 2007. p. 332-339 (International Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007).

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

Morita, T, Muto, S, Shimada, H, Sasaoka, T, Matsui, K, Matsumoto, F & Sakai, E 2007, Study on stability of surrounding soil using culvert pipe jacking. in International Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007. International Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007, pp. 332-339, 25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007, Rome, Italy, 9/10/07.
Morita T, Muto S, Shimada H, Sasaoka T, Matsui K, Matsumoto F et al. Study on stability of surrounding soil using culvert pipe jacking. In International Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007. 2007. p. 332-339. (International Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007).
Morita, T. ; Muto, S. ; Shimada, Hideki ; Sasaoka, Takashi ; Matsui, K. ; Matsumoto, F. ; Sakai, E. / Study on stability of surrounding soil using culvert pipe jacking. International Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007. 2007. pp. 332-339 (International Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007).
@inproceedings{4bfa7f05087b4d908c8a423e4bbee5f1,
title = "Study on stability of surrounding soil using culvert pipe jacking",
abstract = "In constructing infrastructure in urban area, rectangular pipes have been increasing gradually. Rectangular pipes are very efficient because effective cross-section area becomes larger, and maintenance of the lifeline becomes easier compare with circular pipes. And the influence to the neighbouring environment along with the formation of the city, thereis a tendency to shift from open cut method to trenchless technology. On the other hand, the main reason in applying small-scale infrastructure cutting edge jacking method is economic competitiveness. However, there are many problems with this method. For example, we need to improve the ground all the way for the construction and we have much influence on the surrounding soil or on the surface since this method is the open shield type method. This paper shows the result of a numerical analysis of the influence on the ground surface and underground in case of pipe jacking rectangular pipes withclosed type machine, and examines the extent of the impact to the surrounding soil when compared to the circular pipe jacking which has many construction results.",
author = "T. Morita and S. Muto and Hideki Shimada and Takashi Sasaoka and K. Matsui and F. Matsumoto and E. Sakai",
year = "2007",
month = "12",
day = "1",
language = "English",
isbn = "9781604239324",
series = "International Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007",
pages = "332--339",
booktitle = "International Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07",

}

TY - GEN

T1 - Study on stability of surrounding soil using culvert pipe jacking

AU - Morita, T.

AU - Muto, S.

AU - Shimada, Hideki

AU - Sasaoka, Takashi

AU - Matsui, K.

AU - Matsumoto, F.

AU - Sakai, E.

PY - 2007/12/1

Y1 - 2007/12/1

N2 - In constructing infrastructure in urban area, rectangular pipes have been increasing gradually. Rectangular pipes are very efficient because effective cross-section area becomes larger, and maintenance of the lifeline becomes easier compare with circular pipes. And the influence to the neighbouring environment along with the formation of the city, thereis a tendency to shift from open cut method to trenchless technology. On the other hand, the main reason in applying small-scale infrastructure cutting edge jacking method is economic competitiveness. However, there are many problems with this method. For example, we need to improve the ground all the way for the construction and we have much influence on the surrounding soil or on the surface since this method is the open shield type method. This paper shows the result of a numerical analysis of the influence on the ground surface and underground in case of pipe jacking rectangular pipes withclosed type machine, and examines the extent of the impact to the surrounding soil when compared to the circular pipe jacking which has many construction results.

AB - In constructing infrastructure in urban area, rectangular pipes have been increasing gradually. Rectangular pipes are very efficient because effective cross-section area becomes larger, and maintenance of the lifeline becomes easier compare with circular pipes. And the influence to the neighbouring environment along with the formation of the city, thereis a tendency to shift from open cut method to trenchless technology. On the other hand, the main reason in applying small-scale infrastructure cutting edge jacking method is economic competitiveness. However, there are many problems with this method. For example, we need to improve the ground all the way for the construction and we have much influence on the surrounding soil or on the surface since this method is the open shield type method. This paper shows the result of a numerical analysis of the influence on the ground surface and underground in case of pipe jacking rectangular pipes withclosed type machine, and examines the extent of the impact to the surrounding soil when compared to the circular pipe jacking which has many construction results.

UR - http://www.scopus.com/inward/record.url?scp=84877321678&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84877321678&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:84877321678

SN - 9781604239324

T3 - International Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07: Mediterranean No-Dig 2007

SP - 332

EP - 339

BT - International Society for Trenchless Technology - 25th No-Dig International Conference and Exhibition, Roma 07

ER -