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- W628482496 abstract "A 6m high reinforced embankment constructed on jet grouted soil-cement piles improved soft Bangkok clay is presented. Surface settlements and lateral movements were monitored during and after construction. The differential settlement between pile and soil ranged from 7.5% to 18% of the average settlement. Back-analysis confirmed laboratory test that soil-cement pile installed by jet grouting can have higher after-curing void ratio and, consequently, higher permeability. For the covering abstract see ITRD E125180." @default.
- W628482496 created "2016-06-24" @default.
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- W628482496 date "2004-01-01" @default.
- W628482496 modified "2023-09-27" @default.
- W628482496 title "Full scale reinforced embankment on jet grouted soil-cement pile" @default.
- W628482496 hasPublicationYear "2004" @default.
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