Microstructure investigation of soft clay after a vacuum PVD second improvement: a case study in Bangkok area Thailand
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-023-03398-8.pdf
Reference29 articles.
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2. Artidteang S, Bergado DT, Saowapakpiboon J, Teerachaikulpanich N, Kumar A (2011) Enhancement of efficiency of prefabricated vertical drains using surcharge vacuum and heat preloading. Geosynth Int 18(1):35–47. https://doi.org/10.1680/gein.2011.18.1.35
3. Asaoka A (1978) Observational procedure of settlement prediction. Soils Found 18(4):87–101
4. Bergado DT, Balasubramaniam AS, Fannin RS, Holtz RD (2002) Prefabricated vertical drains (PVDs) in soft Bangkok clay: a case study of the new Bangkok International Airport project. Can Geotech J 39(2):304–315
5. Bergado DT, Chaiyaput S, Artidteang S, Nguyen TN (2020) Microstructures within and outside the smear zones for soft clay improvement using PVD only, vacuum-PVD, thermo-PVD and thermo-vacuum-PVD. Geotext. Geomembranes. 48(6):828–843. https://doi.org/10.1016/j.geotexmem.2020.07.003
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