Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Nahla Salim"'
Publikováno v:
Engineering and Technology Journal, Vol 40, Iss 11, Pp 1522-1528 (2022)
Helical piles are a kind of foundation that can withstand compression, tension, and lateral stresses. However, this kind of pile was utilized extensively globally for almost 25 years. Its behavior, particularly in Iraq, is uncertain and frightening.
Externí odkaz:
https://doaj.org/article/401b9d277f1943dba4ad5347c44afacd
Publikováno v:
Engineering and Technology Journal, Vol 39, Iss 12, Pp 1748-1752 (2021)
Most of the studies of laterally loaded piles focused on the behavior for piles subjected to static or cyclic lateral loading embedded within dry or saturated soils, few studies investigate the behavior of piles embedded within partially saturated so
Externí odkaz:
https://doaj.org/article/75ef81c57a774d279787584905612242
Publikováno v:
Engineering and Technology Journal, Vol 39, Iss 12, Pp 1789-1796 (2021)
Over the past few decades, interest has grown about the role of the piled raft structure in soils. A structural fill cushion separates the piles from the raft in the form of an unconnected piled raft base (UCPRF). Given the advantage of this structur
Externí odkaz:
https://doaj.org/article/9ca7cac9b70348a599f6828db071426b
Autor:
Nahla Salim Hammok
Publikováno v:
Mesopotamia Journal of Agriculture, Vol 40, Iss 3, Pp 267-276 (2012)
The aim of the present study is to investigate the effect of time of application of herbicide tribenuron-methyl (granstar) in high concentrations on the growth and productivity of wheat seed Triticum aestivum L .varity (IPa-95). The experiment contai
Externí odkaz:
https://doaj.org/article/f79ae8365bc24bcc8c146bae0bc9932a
Autor:
Hammok, Nahla Salim
Publikováno v:
Egyptian Journal of Soil Science; 2024, Vol. 64 Issue 4, p1449-1456, 8p
Autor:
Hammok, Nahla Salim1 Nahlahammok@yahoo.com
Publikováno v:
Mesopotamia Journal of Agriculture. 2019, Vol. 47 Issue 1, p70-79. 10p.
Publikováno v:
International Journal of Agricultural & Statistical Sciences; Dec2022, Vol. 18 Issue 2, p745-754, 10p
Autor:
Hammok, Nahla Salim
Current Applied Science and Technology, 20, 3, 528-536
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4fee277b67def9a542ea975e60000c43
Autor:
Nahla Salim Hammok
Publikováno v:
The 6th International Conference of Biotechnology, Environment and Engineering Sciences.
Autor:
Nahla Salim
Publikováno v:
Proceedings of International Structural Engineering and Construction. 6
In this study, a series of 24 laboratory tests were conducted on a footing resting on crushed stone with 17.68 kN/m3 dry unit weight overlying sandy soils of two relative densities corresponding to (60% and 80%). The subbase layer is of crushed stone