FUNDAMENTAL STUDY ON GROUND BEHAVIOR OF ARTIFICIAL SEASHORE RECLAIMED BY CEMENT-TREATED GRANULAR SOILS

摘要：

　　Cement-treated granulation is a soil stabilization method that converts soft clayey soils to relatively high-strength particles by addition of cement and polymer.In this study,a series of centrifuge model tests were conducted to investigate ground behavior of artificial seashore reclaimed by cement-treated granular soils (CTGS) and sands.A new apparatus was developed to simulate sea waves in the centrifuge model tests.The results showed that the artificial seashore reclaimed by CTGS has high stability against waves partlybecause of high permeability of CTGS.

关键词： cement-treated granular soil centrifuge test artificial seashore sea waves

作者: K.HAYANO Y.MORIKAWA

作者单位: Institute of Urban Innovation,Yokohama National University,79-5 Tokiwadai,Hodogaya-ku,Yokohama 240-8 Soil Stabilization Group,Port and Airport Research Institute,3-1-1 Nagase,Yokosuka 239-0826,Japan

会议类型: 国际会议

会议名称: 5th China-Japan Geotechnical Symposium(第五届中日岩土工程学术会议)

会议地点: 成都

会议语种:英文

页码: 127-132

在线出版日期: 2013-05-18（万方平台首次上网日期，不代表论文的发表时间）