Zobrazeno 1 - 4
of 4
pro vyhledávání: '"R. Balamurukan"'
Publikováno v:
Iteckne, Vol 18, Iss 1, Pp 7-17 (2021)
The investigation dealt with the stabilization of expansive soil with combinations of lime, steel slag and reinforced with two types of fibres, copper filaments and polypropylene fibres. The investigation began with the characterization of the soil f
Externí odkaz:
https://doaj.org/article/1f746df8bf614368a571e568960be779
Publikováno v:
Iteckne, Volume: 18, Issue: 1, Pages: 17-7, Published: 09 NOV 2021
The investigation dealt with the stabilization of expansive soil with combinations of lime, steel slag and reinforced with two types of fibres, copper filaments and polypropylene fibres. The investigation began with the characterization of the soil f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ef43df07f1c6ab7a4333b7ac978e2c4c
http://www.scielo.org.co/scielo.php?script=sci_arttext&pid=S1692-17982021000100007&lng=en&tlng=en
http://www.scielo.org.co/scielo.php?script=sci_arttext&pid=S1692-17982021000100007&lng=en&tlng=en
Publikováno v:
Civil and Environmental Engineering, Vol 15, Iss 2, Pp 92-100 (2019)
An experimental study was proposed to understand the behaviour of single pile in sloping ground with various eccentricity. Cohesionless soil was used for conducting experiments with a horizontal ground and with a slope of 1V:2H. With calculated stiff
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