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Your search keyword '"Shariff Mohamad"' showing total 9 results
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9 results on '"Shariff Mohamad"'

1. Rainfall Data Analysis in Kerian River Basin Using HYFRAN-PLUS Model, Malaysia

Author

Rahman, Nor Faiza Abd, Mondelly, Yannick, Tai, Vin Cent, Mohammad, Munira, Shariff, Mohamad Shakri Mohmad, Khalid, Khairi, Siew, Ee Li, Chaari, Fakher, Series Editor, Gherardini, Francesco, Series Editor, Ivanov, Vitalii, Series Editor, Haddar, Mohamed, Series Editor, Cavas-Martínez, Francisco, Editorial Board Member, di Mare, Francesca, Editorial Board Member, Kwon, Young W., Editorial Board Member, Tolio, Tullio A. M., Editorial Board Member, Trojanowska, Justyna, Editorial Board Member, Schmitt, Robert, Editorial Board Member, Xu, Jinyang, Editorial Board Member, Hamidon, Roshaliza, editor, Bahari, Muhammad Syahril, editor, Sah, Jamali Md, editor, and Zainal Abidin, Zailani, editor

Published
2024
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2. Water Quality Modeling of Langat River Basin Using HEC-RAS

Author

Rahman, Nor Faiza Abd, Mazarire, Tatenda, Tai, Vin Cent, Mohammad, Munira, Shariff, Mohamad Shakri Mohmad, Khalid, Khairi, Chaari, Fakher, Series Editor, Gherardini, Francesco, Series Editor, Ivanov, Vitalii, Series Editor, Haddar, Mohamed, Series Editor, Cavas-Martínez, Francisco, Editorial Board Member, di Mare, Francesca, Editorial Board Member, Kwon, Young W., Editorial Board Member, Tolio, Tullio A. M., Editorial Board Member, Trojanowska, Justyna, Editorial Board Member, Schmitt, Robert, Editorial Board Member, Xu, Jinyang, Editorial Board Member, Hamidon, Roshaliza, editor, Bahari, Muhammad Syahril, editor, Sah, Jamali Md, editor, and Zainal Abidin, Zailani, editor

Published
2024
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3. Analysis of Annual Cumulative Rainfall Events in Cameron Highlands, Malaysia

Author

Rahman, Nor Faiza Abd, Siew, Ee Li, Tai, Vin Cent, Mohammad, Munira, Shariff, Mohamad Shakri Mohmad, Khalid, Khairi, Mondelly, Yannick, Chaari, Fakher, Series Editor, Gherardini, Francesco, Series Editor, Ivanov, Vitalii, Series Editor, Haddar, Mohamed, Series Editor, Cavas-Martínez, Francisco, Editorial Board Member, di Mare, Francesca, Editorial Board Member, Kwon, Young W., Editorial Board Member, Tolio, Tullio A. M., Editorial Board Member, Trojanowska, Justyna, Editorial Board Member, Schmitt, Robert, Editorial Board Member, Xu, Jinyang, Editorial Board Member, Hamidon, Roshaliza, editor, Bahari, Muhammad Syahril, editor, Sah, Jamali Md, editor, and Zainal Abidin, Zailani, editor

Published
2024
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4. Perception of the Behavior and Performance of Roller-Compacted Concrete (RCC) in the Presence of Different Types of Fly Ash and Similar Cement-Content Admixtures: A Review

Author

Hafez, Mohamed, Farouh, Tarek, Mozhdehi, Amir Mohammad, Shariff, Mohamad Shakri, Muda, Zakaria Che, Sidek, Lariyah Mohd, Basri, Hidayah, Almkahal, Zaher, Biswas, Asit K., Series Editor, Tortajada, Cecilia, Series Editor, Altinbilek, Dogan, Editorial Board Member, González-Gómez, Francisco, Editorial Board Member, Gopalakrishnan, Chennat, Editorial Board Member, Horne, James, Editorial Board Member, Molden, David J., Editorial Board Member, Varis, Olli, Editorial Board Member, Mohd Sidek, Lariyah, editor, Salih, Gasim Hayder Ahmed, editor, Ahmed, Ali Najah, editor, Escuder-Bueno, Ignacio, editor, and Basri, Hidayah, editor

Published
2023
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5. Pre-construction Complexity Factors Affecting Cost Performance of Infrastructure Projects

Author

Che Nen, Akhtarul Norfaiza, Mat Isa, Che Maznah, Che Ibrahim, Che Khairil Izam, Mohmad Shariff, Mohamad Shakri, Hashim, Ummu Raihanah, editor, Arshad, Ahmad Kamil, editor, Abdul Hamid, Nor Hayati, editor, Hassan, Rohana, editor, Shaffie, Ekarizan, editor, Alisibramulisi, Anizahyati, editor, Mohamad Bhkari, Norshariza, editor, and Muhd Sidek, Muhd Norhasri, editor

Published
2023
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6. Perception on Impact Land Reclamation from Pan Borneo Highway Project—Pilot Study

Author

Mohmad Shariff, Mohamad Shakri, Abdul Taha, Nazaruddin, Ladin, Mohd Azizul, Darawati, Azwa Safiqah, Che Nen, Akhtarul Faiza, Mat Isa, Che Maznah, Hashim, Ummu Raihanah, editor, Arshad, Ahmad Kamil, editor, Abdul Hamid, Nor Hayati, editor, Hassan, Rohana, editor, Shaffie, Ekarizan, editor, Alisibramulisi, Anizahyati, editor, Mohamad Bhkari, Norshariza, editor, and Muhd Sidek, Muhd Norhasri, editor

Published
2023
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9. The Comparison between the Strength of Stabilized Cement Clay Columns and Remolded Cement Clay Samples.

Author

Hafez, Mohamed Ahmed, Sidek, N., Muda, Zakaria Che, Irfah, Nur, and Shariff, Mohamad Shakri

Subjects
INFORMATION & communication technologies, ARTIFICIAL intelligence, DEEP learning, KAOLINITE, DIGITAL technology
Abstract

The addition of a stabilizer i.e. cement or lime changes the clay particles in the clayey soils. Instead of the plate-like or flaky shape of particles, the formation of CSH or CAH cluster which has spider or hairy cluster shapes (under scanning electron microscope) has created bonding which increased the shear strength of the stabilized soils significantly. According to BS 1924, in preparing the soil samples for unconfined compression, the stabilized soils need to be compacted to a certain degree of compaction utilizing dynamic compaction. The author suggested that this dynamic compaction, without any measurement regarding what was the energy amount being imposed on the stabilized soil samples, might damage the CSH clusters or CSH matrix gel thus resulting in non-reliable results on the strength of the laboratory-prepared specimens. This result also does not resemble the strength developed in cement columns or lime columns in the field. The study is divided into three major stages. The first was the preparation of samples for UCT based on BS 1924, which were compacted using static packing pressure (SPp). Secondly is the development of a small-scale physical model to study the undrained shear strength of the stabilized kaolinite. Thirdly, the preparation of UCT samples compacted to a pre-determined packing pressure (PPp). Pre-determined packing pressure is 50% of the (SPp). It was found that reducing 50% of the (SPp) has reduced the strength of samples significantly. The strength of the samples compacted to 100% SPp is approximately ten times higher than that of the uncompacted cement column strength after 56 days of curing. The ionic conductivity trend shows that as the strength increases, the conductivity value decreases. This finding has led to the conclusion that electric or ionic conductivity tests can be applied as supporting tests in predicting the strength development in cement-stabilized kaolinite. [ABSTRACT FROM AUTHOR]

Published
2023

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