Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Bakht Zamin"'
Autor:
Mahmood Ahmad, Mohammad A. Al-Zubi, Ewa Kubińska-Jabcoń, Ali Majdi, Ramez A. Al-Mansob, Mohanad Muayad Sabri Sabri, Enas Ali, Jamil Abdulrabb Naji, Ashraf Y. Elnaggar, Bakht Zamin
Publikováno v:
Scientific Reports, Vol 13, Iss 1, Pp 1-11 (2023)
Abstract The California bearing ratio (CBR) is one of the basic subgrade strength characterization properties in road pavement design for evaluating the bearing capacity of pavement subgrade materials. In this research, a new model based on the Gauss
Externí odkaz:
https://doaj.org/article/16ab04aa4ba44a0cb1979382992d5a1c
Autor:
Mahmood Ahmad, Mohammad A. Al-Zubi, Ewa Kubińska-Jabcoń, Ali Majdi, Ramez A. Al-Mansob, Mohanad Muayad Sabri Sabri, Enas Ali, Jamil Abdulrabb Naji, Ashraf Y. Elnaggar, Bakht Zamin
Publikováno v:
Scientific Reports, Vol 13, Iss 1, Pp 1-1 (2023)
Externí odkaz:
https://doaj.org/article/46af80b790524e7ea34a3540c91917b5
Autor:
Kalsoom Akash, Muhammad Ali Sikandar, Bakht Zamin, Abid Haider, Mahmood Ahmad, Mohanad Muayad Sabri Sabri
Publikováno v:
Advances in Materials Science and Engineering, Vol 2022 (2022)
This study assesses hydration, rheology, and sorptivity of cementitious pastes using relatively low-cost Arduino-based platforms with integrated sensors. The prime objective is to develop a correlation between conventional apparatus-based and Arduino
Externí odkaz:
https://doaj.org/article/eeecb5ecee3d4c5bacd783b6a9aa38c5
Autor:
Bakht Zamin, Hassan Nasir, Muhammad Ali Sikandar, Waqas Ahmad, Beenish Jehan Khan, Mahmood Ahmad, Muhammad Tariq Bashir
Publikováno v:
Advances in Civil Engineering, Vol 2022 (2022)
Expansive soils are problematic and viewed as a potential hazard for buildings and structures due to swell and shrink phenomena. The damaging effect of these soils is strongly correlated with the soil-water characteristics of expansive soils present
Externí odkaz:
https://doaj.org/article/39a7e7a05ecf4885851f6bb9ba657e4a
Autor:
Usman Ghani, Bakht Zamin, Muhammad Tariq Bashir, Mahmood Ahmad, Mohanad Muayad Sabri Sabri, Suraparb Keawsawasvong
Publikováno v:
Polymers, Vol 14, Iss 17, p 3673 (2022)
This research is aimed at investigating the mechanical behavior of the bitumen by the addition of high-density polyethylene (HDPE) and low-density polyethylene (LDPE) obtained from waste plastic bottles and bags. Polymers (HDPE and LDPE) with percent
Externí odkaz:
https://doaj.org/article/57f94f01e7814766b28a9d5523246837
Publikováno v:
Buildings, Vol 12, Iss 7, p 918 (2022)
The flanged, barbell, and rectangular squat reinforced concrete (RC) walls are broadly used in low-rise commercial and highway under and overpasses. The shear strength of squat walls is the major design consideration because of their smaller aspect r
Externí odkaz:
https://doaj.org/article/c6f24fe547794b6ea5468bf8b398193b
Autor:
Muhammad Jamal Butt, Muhammad Waseem, Muhammad Ali Sikandar, Bakht Zamin, Mahmood Ahmad, Mohanad Muayad Sabri Sabri
Publikováno v:
Buildings, Vol 12, Iss 7, p 921 (2022)
In Pakistan, updated codes covering seismic provisions for reinforced concrete bridges do not exist. The majority of the bridge design uses different versions of AASTHO-LRFD provisions. Response modification factors recommended for usage in these cod
Externí odkaz:
https://doaj.org/article/0b52362a026a40ff8a53432241196ce0
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
Swelling and shrinkage are the two distinctive characteristics of expansive soils, and due to this behavior, these soils are considered a natural hazard for infrastructure. Many structures in different regions have been impaired due to the swell/shri
Externí odkaz:
https://doaj.org/article/d47acb0b9db14095803d49ca79218ac2
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
Expansive soils are found in numerous regions of the world explicitly in arid and semiarid zones. These soils expand when absorbed moisture and shrink when released water. Such soil is viewed as a characteristic risk for infrastructures due to the sh
Externí odkaz:
https://doaj.org/article/ff11a0fcb4cd4d4593b851197aa2bc09
Autor:
Beenish Jehan Khan, Mahmood Ahmad, Mohanad Muayad Sabri Sabri, Irshad Ahmad, Bakht Zamin, Mariusz Niekurzak
Publikováno v:
Buildings, Vol 12, Iss 5, p 548 (2022)
This article presents the experimental and numerical analysis behavior on Mechanically Stabilized Earth Wall (MSE) under applied overburden load performed on the 1.5 m high, 0.9 m width, and 1.2 m length reinforced with deformed steel bars embedded i
Externí odkaz:
https://doaj.org/article/324ac026e39942bba7b05da3b1e13765