Construction Issues Associated with the Cold Weather Construction of a Highway Embankment Fill in Alberta, Canada

被引:0
作者
Diyaljee, Vishnu [1 ]
机构
[1] GAEA Engn Ltd, 33 Ashby Field Rd, Brampton, ON L6X 0R4, Canada
来源
IN SITU AND LABORATORY TEST METHODS FOR SITE CHARACTERIZATION, DESIGN, AND QUALITY CONTROL | 2016年 / 265期
关键词
EARTHWORK;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
There is very little information available in the literature directly related to the compaction of clay type materials in highway embankment construction during cold weather in seasonal frost areas, although every construction season some work is done during the winter on account of the short construction season normally available in seasonal frost areas. This paper addresses a case study of a low highway embankment fill (less than 3 m in height) constructed during freezing temperatures. This case study embraces compaction behaviour during winter, observations made during spring thaw, embankment remedial works following spring thaw, and the subsequent performance of this roadway.
引用
收藏
页码:1 / 8
页数:8
相关论文
共 6 条
[1]   WINTER EARTHWORK - EMBANKMENT CONSTRUCTION USING FROZEN SOIL [J].
ALKIRE, BD ;
HAAS, WM ;
BOTZ, JJ .
CANADIAN GEOTECHNICAL JOURNAL, 1976, 13 (04) :364-371
[2]  
Burwash W. J., 1981, 34 CAN GEOT C
[3]  
Clark J. I., 1970, 23 CAN GEOT C, P31
[4]  
Lovell C. W., 1968, FEASIBILITY COLD WEA, P18
[5]  
MEB 2, 1982, MAT TEST MAN
[6]  
YOAKUM DD, 1967, CIVIL ENG, V37, P50