Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Husain A. Abdul-Husain"'
Publikováno v:
Mağallaẗ Al-kūfaẗ Al-handasiyyaẗ, Vol 12, Iss 3, Pp 1-11 (2021)
It is a significant issue to analyze and understand the pile’s behavior as well as to predict the piles’ capacity exposed to uplifting load when designing a foundation. Experimental model tests have been conducted for a single pile embedded in co
Externí odkaz:
https://doaj.org/article/76001bad2d704d2cacf702f1585caeea
Autor:
Husain Ali Abdul - Husain
Publikováno v:
Engineering and Technology Journal, Vol 31, Iss 19, Pp 203-215 (2013)
Analysis of slope stability focus, on determining the value of the safety factor (Fs) which is mean the ratio between the shear strength of the soil to the developed shear stress on a certain slip surface. Engineers are interested with the minimum va
Externí odkaz:
https://doaj.org/article/e8bb91db5a5c44ca8b6e53fd5a672a90
Publikováno v:
Journal of Physics: Conference Series. 1973:012197
The prediction of the liquefaction potential of soil due to an earthquake is an essential task in civil engineering. In this paper, the artificial neural networks (ANNs) technique is introduced in the prediction of liquefaction potential of soil base
Publikováno v:
Journal of Physics: Conference Series. 1895:012018
During the last decades, many methods have been developed to predict the settlement of shallow foundations on cohesionless soils based on the results of SPT. However, such prediction methods with the required degree of accuracy and consistency have n
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1090:012010
Predicting of piles capacity and their behavior is always an important and serious problem for a safe geotechnical engineering design. In the present study, experimental model tests have been conducted on a single steel pipe piles driven in sandy soi
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 888:012010
Analysis of finite slopes is a common practical problem which faces the geotechnical engineering. The aim of the slope analysis is to predict the safety factor against shear failure of the slope which is the ratio between the resisting and the distur
Autor:
Husain A. Abdul-Husain
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 737:012111
The behavior of single pile is considered as the base of the most pile foundation design procedures. There are many different theoretical methods used to estimate the capacity of single pile embedded in cohesionless soil. In order to select the most