Frost Protection for Geotextile-reinforced Soil Walls in Service

被引：0
|
作者：
Sato, Atsuko [1 ]
Yamanashi, Takahiro [1 ]
Teruyuki, Suzuki [2 ]
Tatta, Naoki [3 ]
Yoshida, Kouichi [3 ]
机构：
[1] Civil Engn Res Inst Cold Reg, Sapporo, Hokkaido, Japan
[2] Kitami Inst Technol, Kitami, Hokkaido, Japan
[3] Maedakosen Co Ltd, Tokyo, Japan
来源：
SOIL-STRUCTURE INTERACTION, UNDERGROUND STRUCTURES AND RETAINING WALLS | 2014年 / 4卷
关键词：
geotextile-reinforced soil walls; model walls; frost heave; depth of frost penetration; control of deformations;
D O I：
10.3233/978-1-61499-464-0-345
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Cases have been reported of deformed geotextile-reinforced soil walls in cold regions. The deformation is likely to be caused by frost heavein the backfill soil of reinforced soil walls. To prevent the deformation caused by frost heave, the Hokkaido Regional Development Bureau of the Ministry of Land, Infrastructure, Transport and Tourism has established specific construction techniques. However, no preventive measures have been specified for geotextile-reinforced soil wallsalready in service. Toward proposing countermeasures to frost-heave deformation, full-scale tests were conducted. The results demonstrated that application of insulating materials to the outer surface of geotextile-reinforced soil walls helps to control frostheave deformation.
引用
收藏
页码：345 / 352
页数：8
相关论文
共 50 条
  • [1] Centrifuge modeling of geotextile-reinforced cohesive soil retaining walls
    Porbaha, A
    Goodings, DJ
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1996, 122 (10): : 840 - 848
  • [2] Failure of geotextile-reinforced vertical soil walls with marginal backfill
    Suah, PG
    Goodings, DJ
    SOIL MECHANICS 2001: SOILS, GEOLOGY, AND FOUNDATIONS, 2001, (1772): : 183 - 189
  • [3] Experimental study on geotextile-reinforced soil walls with different facings
    Ochiai, Y
    Fukuda, N
    GEOSYNTHETICS: APPLICATIONS, DESIGN AND CONSTRUCTION, 1996, : 113 - 120
  • [4] FEM comparative analysis of facing rigidity of geotextile-reinforced soil walls
    Nakane, A
    Taki, M
    Yokota, Y
    Miyatake, H
    EARTH REINFORCEMENT, VOL 1, 1996, : 433 - 438
  • [5] Field monitoring evaluation of geotextile-reinforced soil-retaining walls
    Benjamim, C. V. S.
    Bueno, B. S.
    Zornberg, J. G.
    GEOSYNTHETICS INTERNATIONAL, 2007, 14 (02) : 100 - 118
  • [6] Centrifuge modeling of geotextile-reinforced cohesive soil retaining walls - Discussion
    Bogdanowicz, U
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 1998, 124 (06) : 551 - 551
  • [7] STUDIES OF FAILURE MECHANISMS AND DESIGN METHODS FOR GEOTEXTILE-REINFORCED SOIL WALLS
    KRIEGER, J
    THAMM, BR
    GEOTEXTILES AND GEOMEMBRANES, 1991, 10 (01) : 53 - 63
  • [8] Centrifuge evaluation of the time-dependent behavior of geotextile-reinforced soil walls
    Lins Costa, Carina Maia
    Zornberg, Jorge Gabriel
    Bueno, Benedito de Souza
    Jatoba Costa, Yuri Daniel
    GEOTEXTILES AND GEOMEMBRANES, 2016, 44 (02) : 188 - 200
  • [9] Prediction symposium on performance of geotextile-reinforced retaining walls
    Wu, Jonathan T.H.
    Geotechnical News, 1991, 9 (02):
  • [10] Failure of Geotextile-Reinforced Walls in Centrifuge Model Tests
    Costa, C. M. L.
    Zornberg, J. G.
    Costa, Y. D. J.
    ADVANCES IN CIVIL ENGINEERING AND BUILDING MATERIALS III, 2014, 831 : 321 - +
12345