Experimental study of anti-frost-heave and frost boil effect of block-stone-interlayer embankment in permafrost regions
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Experimental study of anti-frost-heave and frost boil effect of block-stone-interlayer embankment in permafrost regions
Vol. 33, Issue 3, (2012)
作者机构:
1. 中国科学院寒区旱区环境与工程研究所 冻土工程国家重点实验室,兰州,730000
2. 兰州交通大学 土木工程学院,兰州,730070
作者简介:
基金信息:
DOI:
CLC:TU445
Online First:12 March 2012,
Published:2012
稿件说明:
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LIU De-ren, LAI Yuan-ming, DONG Yuan-hong, et al. Experimental study of anti-frost-heave and frost boil effect of block-stone-interlayer embankment in permafrost regions[J]. 2012, 33(3).
DOI:
LIU De-ren, LAI Yuan-ming, DONG Yuan-hong, et al. Experimental study of anti-frost-heave and frost boil effect of block-stone-interlayer embankment in permafrost regions[J]. 2012, 33(3).DOI:
Experimental study of anti-frost-heave and frost boil effect of block-stone-interlayer embankment in permafrost regions
Based on frost heave and frost boil disease mechanism analyses of embankment in permafrost regions
a new synthetical embankment with permeable geotextile
block stone interlayer and waterproof geotextile is proposed
whose anti-frost heave and boil effect is investigated by a model test. The results show that
compared with common embankment
the new synthetical anti-frost heave and boil embankment can decrease its temperature and have good cooling effect whether the air temperature is high or not. Moreover
it can decrease water content effectively; and the decrease ratio of water content is increasing with period increasing. These properties are advantageous to prevent frost heave and boil diseases from occurring and developing. What’s more
the new synthetical anti-frost heave and boil embankment is easily constructed and its cost is also low. Therefore