Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Mohd Fairus Yusof"'
Publikováno v:
Journal of Sustainable Underground Exploration (J-SUE); 2023, Vol. 3 Issue 2, p29-33, 5p
Publikováno v:
International Journal of Geotechnical Engineering. 16:200-210
Stone columns are one of the common types of ground improvement methods that applied to reduce the settlement and increase the stability of structures. This paper focuses on the non-uniform diamete...
Autor:
Mohd Khaidir Abu Talib, Mohd Fairus Yusof, B. P. A. Ping, N. L. Jumien, Adnan Zainorabidin, Aziman Madun, Kasbi Basri, Faizal Pakir
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 498:012017
The study investigates the influence of source weight, type of source plate and number of stacking on the resolution of the dispersion image obtained from the active Multichannel Analysis of Surface Waves (MASW) method at peat soil condition. Fundame
Autor:
Aminaton Marto, Mohd Ezree Abdullah, Mohd Fairus Yusof, Saiful Azhar Ahmad Tajudin, I. Bakar, Muhammad Nizam Zakaria
Publikováno v:
Applied Mechanics and Materials. :1502-1507
Construction, buildings and infrastructure founded on soft clays are often affected by settlement problem. Therefore, Prefabricated Vertical Drain (PVD) is one of the best solutions to accelerate soil consolidation by shortening the drainage path. In
Autor:
Ahmad Tajudin, Norshuhaila Mohamed Sunar, Khairul Nizar Mohd Yusof, Saiful Azhar, Nur Shafiq, Mohamad Azim, Mohd Fairus Yusof, Nurul Izzati, Mohammad Azmi, Mohamed Nur Shafiq Mohamed Hanif
Publikováno v:
Applied Mechanics and Materials. :1486-1490
Contaminated soils are due to several factors which are caused by the removal of toxins, waste from industrial activities, heavy metals from landfill and organic and inorganic waste from fertilizer used by farmers. This study aims to measure the mobi
Autor:
Mohamad Faizal Tajul Baharuddin, Mohd Fairus Yusof, Muhammad Nizam Zakaria, Saiful Azhar Ahmad Tajudin, Siti Nazahiyah Rahmat, Mohd Hazreek Zainal Abidin, Aziman Madun
Publikováno v:
MATEC Web of Conferences, Vol 103, p 07002 (2017)
Electrical resistivity method has increasingly adopted in engineering, environmental, mining and archaeological studies. Systematic and proper studies of unknown civil engineering structure evaluation particularly on tube well depth was rarely being
Autor:
Mohd Ashraf Mohamad Ismail, Adel Al-Gheethi, Mohd Fairus Yusof, Aziman Madun, Saa Tajudin, Mohd Hazreek Zainalabidin, S A Meghzili, Mohd Firdaus Md Dan
Publikováno v:
Journal of Physics: Conference Series. 995:012036
The most important application of various geotechnical construction techniques is for ground improvement. Many soil improvement project had been developed due to the ongoing increase in urban and industrial growth and the need for greater access to l
Autor:
Mohd Fairus Yusof, Saiful Azhar Ahmad Tajudin, Aziman Madun, Mohd Hazreek Zainal Abidin, Nor Faliq Abd Khalid
Publikováno v:
MATEC Web of Conferences, Vol 103, p 07009 (2017)
The JKR probe test is a popular field test in Malaysia, and is especially used in soft soil areas to determine bearing capacity. However the correlation of undrained shear strength (Su) and the JKR probe test is not available at this moment. This stu
Autor:
Aziman Madun, Mohd Fairus Yusof, Mohd Ezree Abdullah, Salina Sani, Mohd Hazreek Zainal Abidin, Saiful Azhar Ahmad Tajuddin, Alvin John Lim Meng Siang
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 136:012009
Multichannel Analysis Surface Wave (MASW) measurement is one of the geophysics exploration techniques to determine the soil profile based on shear wave velocity. Meanwhile, borehole intrusive technique identifies the changes of soil layer based on so
Autor:
Mohd Hazreek Zainal Abidin, Aziman Madun, Mohd Fairus Yusof, Aminaton Marto, Saiful Azhar Ahmad Tajudin, A S Setapa
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 136:012013
This study was conducted to determine the SWCC of unsaturated tropical residual soil in Kuala Lumpur, Malaysia. Undisturbed soil samples at five locations of high-risk slopes area were taken at a depth of 0.5 m using block sampler. In the determinati