Stabilization of embankment on compact vacuum consolidation

被引：0
|
作者：
Shiono, T [1 ]
Nakakuma, K [1 ]
Kubo, M [1 ]
Sato, T [1 ]
Uchiyama, K [1 ]
Ichikawa, H [1 ]
机构：
[1] Shinshu Univ, Nagano, Japan
来源：
PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3 | 2001年
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D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
This paper discusses the "vacuum consolidation method" in comparison with the conventional "surcharge method" for improvement of soft subsoil. The vacuum consolidation method provides speedy construction and overcomes the "critical height." Based on the field observations, specific factors in relation to vacuum efficiency (by forced-dehydration consolidation) for improving the integrity of filled lands and reliable evaluation are discussed.
引用
收藏
页码：1847 / 1850
页数：4
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