Collapsible Behavior of Lateritic Soil Due to Compacting Conditions
Author:
Funder
Coordenação de Aperfeiçoamento de Pessoal de Nível Superior
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-020-00523-6.pdf
Reference41 articles.
1. Dudley JH (1970) Review of collapsing soils. J Soil Mech Found Div 96:925–947
2. Day RW (1990) Sample distubance of collapsible soil. J Geotech Engrg 116:158–161
3. Pereira JHF, Fredlund DG (2000) Volume change behavior of collapsible compacted gneiss soil. J Geotech Geoenviron Eng 126:907–916. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:10(907)
4. Booth AR (1975) The factor influencing collapse settlement in compacted soil. In: Sixth regional conference for Africa on SMFE, pp 57–63
5. Feda J (1966) Structural stability of subsident loess soil from Praha-Dejvice. Eng Geol 1:201–219
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