Centrifuge model tests on soft clay improved by fabri-packed sand drain

被引:0
|
作者
Katayama, Tadashi
Hitachi, Sosuke
Kitazume, Masaki
Aihara, Naohiro
机构
关键词
Centrifuges - Consolidation - Geotextiles - Land reclamation - Materials testing - Models - Pressure - Sand;
D O I
10.2208/jscej.1993.481_107
中图分类号
学科分类号
摘要
A sea reclamation has been performed using dredged clay for the Haneda International Airport expansion project. Since the thick ground has an extremely high water content, fabri-packed sand drains, which are sand drains wrapped by envelopes of geotextile, are planned to be used. A series of centrifuge tests was performed changing the tensile rigidity of the geotextile to investigate the effect on the consolidation behavior of the ground. The study shows that the fabri-packed sand drain functions well as a drain even in the extremely soft soil. And also revealed is that the anticipated concentration of the fill pressure remains small if an appropriate geotextile is selected.
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页码:107 / 115
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