A COUNTERMEASURE TO FROST HEAVE OF MULTI-ANCHORED RETAINING WALL IN COLD REGION

• UNO Hironori

  社団法人 土木学会 北見工業大学大学院 システム工学専攻

• SUZUKI Teruyuki

  社団法人 土木学会 北見工業大学 土木開発工学科

• SAWADA Seigo

  北見工業大学 土木開発工学科

• ADACHI Kenji

  岡三リビック (株)

Bibliographic Information

Other Title

• 寒冷地における多数アンカー式補強土壁の凍上対策
• カンレイチ ニ オケル タスウ アンカーシキ ホキョウ ドヘキ ノ トウジョウ タイサク

Abstract

2-D computer simulations for the longterm field experiments were carried out to determine a possible range of ground freezing around a multi-anchored retaining wall. Temperature fields were calculated on several shapes and sizes of walls. Simplification was made for heat transfer calculation on material constants of soil, such as thermal conductivity, heat capacity. The depth and shape of freezing front was determined the required range for soil replacement to protect walls against frost heaving.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 2002 (701), 243-252, 2002-03-21

  Japan Society of Civil Engineers

Keywords

• multi-anchored retaining wall
• computer simulation
• thermo-physical properties
• freezing front
• frost-heave prevention

Details

• CRID: 1390001205602275200
• NII Article ID: 10008001758
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.2002.701_243
• ISSN: 18827187
• ISSN: 02897806
• NDL BIB ID: 6100791
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I6100791
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/2002/701/2002_701_243/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed