Changes in Mechanical Parameters of Soil, Considering the Effect of Additional Compaction of Embankment-Reference-Cited by-同舟云学术

Changes in Mechanical Parameters of Soil, Considering the Effect of Additional Compaction of Embankment

Published:2016 Issue: Volume:14 Page:787-796
ISSN:2352-1465
Container-title:Transportation Research Procedia
language:en
Short-container-title:Transportation Research Procedia

Author:

Kumor Łukasz Aleksander,Kumor Maciej Kordian

Publisher

Elsevier BV

Reference5 articles.

1. Kumor, Ł.A., 2014. Analysis of the influence of compaction of the successive fill layers on quality of the earth embankment. Doctoral Thesis.

2. Kumor, M.K., Farmas J., Kumor Ł.A., 2013. Selected correlative relationships of the compaction parameters determined with VSS and LFG methods. III Problem Conference on Geotechnics. Cooperation of construction with subsoil. Białystok, pp. 271-281. In Polish.

3. Polish Standard: PN-88/B-04481. Grunty budowlane. Badanie próbek gruntów.

4. Polish Standard: PN-B-06050:1999. Geotechnika. Roboty ziemne. Wymagania ogólne.

5. Eurocode 7. P N-EN ISO 14688-1-2: 2006. Part 1. Geotechnical design. Part 2: Ground investigation and testing.

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