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Hybrid Drain Geosynthetics for fine-grain soil improvements

Consolidation pressure ( p=20,50,100,200,400 kPa ). H . Drain face. PWP-3 PWP-2 PWP-1. u. 150mm diameter. Kanto loam slurry. Drain layer. Hybrid Drain Geosynthetics for fine-grain soil improvements. Chandan Ghosh Prof. & Head [ Geohazards ] National Inst. of Disaster Management

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Hybrid Drain Geosynthetics for fine-grain soil improvements