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

页码：345 / 352

页数：8

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