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Geotechnical engineering problems of construction works in the Shikoku district. 2. ; Construction work of Matsuyama expressway at fractured zones. Shikoku no kensetsu koji ni okeru doshitsu kogaku teki shomondai. 2. ; Shikoku jukan jidoshado (Doi@iyosaijo kan) ni okeru danso hasitai no norimen taisaku ko

Journal Article:

Abstract

21.9km of the route between Doi and Iyosaijo of the Shikoku Jukan (Transverse) expressway was chosen along the central tectonic line which is the largest active fault in Japan. Countermeasure works for slope faces were carried out attaching importance to ground anchor and reinforced earth works, and the section was completed on March 29, 1991. In the section, longitudinal alignment, plain alignment and road structure were reexamined to determine the center line so as to avoid landslide areas as far as possible, and much cost curtailment was realized for the landslide countermeasure works although there were many slope face collapses during excavation. The collapsed soil amounted to about 50 to 600m{sup 3} for one collapsed spot, with 1 to 2m average thickness of the slid layers. Reinforced earth work method was found to be effective for small to medium scale slope face countermeasure works. PC anchor or other landslide countermeasure works were required for large scale landslides which have the depths of slide exceeding 2m. 5 refs., 7 figs.
Authors:
Kaneko, T; Nagao, A [1] 
  1. Japan Highway Public Corp., Tokyo (Japan)
Publication Date:
Sep 25, 1991
Product Type:
Journal Article
Reference Number:
NEDO-91-913791; EDB-92-042593
Resource Relation:
Journal Name: Tsuchi To Kiso (Soil Mechanics and Foundation Engineering); (Japan); Journal Volume: 39:9
Subject:
42 ENGINEERING; GEOLOGIC STRATA; FRACTURES; VEHICLES; ROADS; CONSTRUCTION; SLOPE STABILITY; FAILURES; GEOLOGIC STRUCTURES; STABILITY; 422000* - Engineering- Mining & Underground Engineering- (1980-)
OSTI ID:
5870805
Country of Origin:
Japan
Language:
Japanese
Other Identifying Numbers:
Journal ID: ISSN 0041-3798; CODEN: TSTKA
Submitting Site:
NEDO
Size:
Pages: 99-102
Announcement Date:
Apr 01, 1992

Journal Article:

Citation Formats

Kaneko, T, and Nagao, A. Geotechnical engineering problems of construction works in the Shikoku district. 2. ; Construction work of Matsuyama expressway at fractured zones. Shikoku no kensetsu koji ni okeru doshitsu kogaku teki shomondai. 2. ; Shikoku jukan jidoshado (Doi@iyosaijo kan) ni okeru danso hasitai no norimen taisaku ko. Japan: N. p., 1991. Web.
Kaneko, T, & Nagao, A. Geotechnical engineering problems of construction works in the Shikoku district. 2. ; Construction work of Matsuyama expressway at fractured zones. Shikoku no kensetsu koji ni okeru doshitsu kogaku teki shomondai. 2. ; Shikoku jukan jidoshado (Doi@iyosaijo kan) ni okeru danso hasitai no norimen taisaku ko. Japan.
Kaneko, T, and Nagao, A. 1991. "Geotechnical engineering problems of construction works in the Shikoku district. 2. ; Construction work of Matsuyama expressway at fractured zones. Shikoku no kensetsu koji ni okeru doshitsu kogaku teki shomondai. 2. ; Shikoku jukan jidoshado (Doi@iyosaijo kan) ni okeru danso hasitai no norimen taisaku ko." Japan.
@misc{etde_5870805,
title = {Geotechnical engineering problems of construction works in the Shikoku district. 2. ; Construction work of Matsuyama expressway at fractured zones. Shikoku no kensetsu koji ni okeru doshitsu kogaku teki shomondai. 2. ; Shikoku jukan jidoshado (Doi@iyosaijo kan) ni okeru danso hasitai no norimen taisaku ko}
author = {Kaneko, T, and Nagao, A}
abstractNote = {21.9km of the route between Doi and Iyosaijo of the Shikoku Jukan (Transverse) expressway was chosen along the central tectonic line which is the largest active fault in Japan. Countermeasure works for slope faces were carried out attaching importance to ground anchor and reinforced earth works, and the section was completed on March 29, 1991. In the section, longitudinal alignment, plain alignment and road structure were reexamined to determine the center line so as to avoid landslide areas as far as possible, and much cost curtailment was realized for the landslide countermeasure works although there were many slope face collapses during excavation. The collapsed soil amounted to about 50 to 600m{sup 3} for one collapsed spot, with 1 to 2m average thickness of the slid layers. Reinforced earth work method was found to be effective for small to medium scale slope face countermeasure works. PC anchor or other landslide countermeasure works were required for large scale landslides which have the depths of slide exceeding 2m. 5 refs., 7 figs.}
journal = {Tsuchi To Kiso (Soil Mechanics and Foundation Engineering); (Japan)}
volume = {39:9}
journal type = {AC}
place = {Japan}
year = {1991}
month = {Sep}
}