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Experimental and numerical modeling on vacuum consolidation behavior of staged-filled soil slurry with prefabricated horizontal drain and flocculant
《Journal of Rock Mechanics and Geotechnical Engineering》2024年第12期5231-5248,共18页Ding-Bao Song Yu Pan Wen-Bo Chen Zhen-Yu Yin Wei-Qiang Feng Jian-Hua Yin 
supported by the Research Grants Council of Hong Kong Special Administrative Region Government of China(Grant Nos.15210322 and R5037-18);the financial support(Grant No.86902-00000240)from Shenzhen University.
The vacuum-assisted prefabricated horizontal drain offers a promising method for strengthening soil slurry,allowing simultaneous filling and vacuum-dewatering via staged construction.However,there is limited research ...
关键词：FLOCCULATION Model test Numerical modeling Prefabricated horizontal drains Staged-filled slurry Vacuum consolidation 
Performance of marine clay stabilised with vacuum pressure: Based on Queensland experience被引量：4
《Journal of Rock Mechanics and Geotechnical Engineering》2019年第3期598-611,共14页Buddhima Indraratna Cholachat Rujikiatkamjorn Pankaj Baral Jayantha Ameratunga 
the support of the Port of Brisbane Pty Ltd;Coffey Geotechnics;research funding from the Australia Research Council
Stabilising soft marine clay and estuarine soils via vacuum preloading has become very popular in Australasia over the past decades because it is a cost-effective and time-efficient approach.In recent times,new land o...
关键词：Soft CLAY PREFABRICATED vertical drains(PVDs) Vacuum CONSOLIDATION Membrane-less SYSTEM MEMBRANE SYSTEM 
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