Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Khaled E. Gaaver"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-13 (2024)
Abstract Planning embankments demands comprehensive studies to select suitable materials, enhance soil stability, ensure optimal performance, and comply with building code requirements and sustainability standards. This study offers an evaluation of
Externí odkaz:
https://doaj.org/article/be16e0920bb04f95ab9421960e5b1e92
Autor:
Khaled E. Gaaver
Publikováno v:
Alexandria Engineering Journal, Vol 52, Iss 3, Pp 365-372 (2013)
Understanding the pile behavior and predicting the capacity of piles under uplift loading are important topics in foundation design. Experimental model tests have been conducted on single piles and pile groups embedded in cohesionless soil and subjec
Externí odkaz:
https://doaj.org/article/fd7e3c7c9ff54213b7f25c9ed86c25ef
Autor:
Fathi M. Abdrabbo, Khaled E. Gaaver
Publikováno v:
Alexandria Engineering Journal, Vol 52, Iss 2, Pp 187-195 (2013)
Auger cast-in-place piles (ACIP) are often installed through multilayered soil profiles, which make accurate predictions of the performance of the piles more complex than piles constructed in either clay or sand deposits. This study is intended to sh
Externí odkaz:
https://doaj.org/article/72de42b8294f45a6b073b82a37ec09ad
Autor:
Fathi M. Abdrabbo, Khaled E. Gaaver
Publikováno v:
Alexandria Engineering Journal, Vol 51, Iss 4, Pp 269-279 (2012)
The observational method was introduced into geotechnical engineering to improve both theories and construction techniques. This method was developed to avoid highly conservative assumptions about soil properties in geotechnical design when faced wit
Externí odkaz:
https://doaj.org/article/b6427447400f4944a9ade5a17c5d9fb9
Autor:
Fathi M. Abdrabbo, Khaled E. Gaaver
Publikováno v:
Alexandria Engineering Journal, Vol 51, Iss 4, Pp 281-292 (2012)
Since their introduction in Europe and North America some 50 years ago, auger cast-in-place piles (ACIP) have become increasingly popular all over the world. These piles offer considerable environmental advantages during construction including minima
Externí odkaz:
https://doaj.org/article/95c2751df5bb429984ea171619614194
Autor:
Khaled E. Gaaver
Publikováno v:
Alexandria Engineering Journal, Vol 51, Iss 3, Pp 205-210 (2012)
The risk of constructing structures on collapsible soils presents significant challenges to geotechnical engineers due to sudden reduction in volume upon wetting. Identifying collapsible soils when encountered in the field and taking the needed preca
Externí odkaz:
https://doaj.org/article/277ea90dfbb74238ac679182bebcca18
Autor:
Khaled E. Gaaver, Fathi M. Abdrabbo
Publikováno v:
Alexandria Engineering Journal, Vol 52, Iss 2, Pp 187-195 (2013)
Auger cast-in-place piles (ACIP) are often installed through multilayered soil profiles, which make accurate predictions of the performance of the piles more complex than piles constructed in either clay or sand deposits. This study is intended to sh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f153104937db4cfc659530655cd4d2a7
https://doi.org/10.1016/j.aej.2012.12.002
https://doi.org/10.1016/j.aej.2012.12.002
Autor:
Khaled E. Gaaver, Fathi M. Abdrabbo
Publikováno v:
DFI Journal - The Journal of the Deep Foundations Institute. 6:21-32
Open caissons are used for many geotechnical engineering applications. Open caissons may be used as deep foundation elements bypassing weak soils to tip in firm deeper strata, and in rivers and maritime construction to reduce the risk of scour. Open
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6edfe1c850d5aff7a2d29f77888e5f10
https://doi.org/10.1179/dfi.2012.002
https://doi.org/10.1179/dfi.2012.002
Autor:
Khaled E. Gaaver, Fathi M. Abdrabbo
Publikováno v:
Alexandria Engineering Journal, Vol 51, Iss 2, Pp 121-127 (2012)
The response of laterally loaded pile groups is a complicated soil-structure interaction problem. Although fairly reliable methods are developed to predicate the lateral behavior of single piles, the lateral response of pile groups has attracted less
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b5c2bd40a0d1bea344b389086503c161
Publikováno v:
GeoSupport 2004.
Increasing the bearing capacity of soils has been an important issue thousands of years ago till the time being. In 1960's the French Road Research Laboratory conducted an extensive study to evaluate the benefits of using reinforced soil as a constru
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bebb23aad222a8834c10e6e389172096
https://doi.org/10.1061/40713(2004)83
https://doi.org/10.1061/40713(2004)83