Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Nor Faizah Bawadi"'
Publikováno v:
Civil Engineering and Architecture. 9:1-9
Bearing ultimate capacity of shallow footing on uniform soil can be evaluated experimentally. However, analytical and experimental methods are difficult to analyze and predict complicated behaviour of soil beneath the footing collapse failure on laye
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6bb5bbabe105d5a20aff897ae55d4d34
https://doi.org/10.13189/cea.2021.091301
https://doi.org/10.13189/cea.2021.091301
Autor:
Mustaqqim Abdul Rahim, Shao-Wen Cheah, Afizah Ayob, Norlia Mohamad Ibrahim, Shamilah Anudai@Anuar, Nor Faizah Bawadi, Shahiron Shahidan, Ahmad Nur Aizat Ahmad
Publikováno v:
PROCEEDINGS OF 8TH INTERNATIONAL CONFERENCE ON ADVANCED MATERIALS ENGINEERING & TECHNOLOGY (ICAMET 2020).
The use of waste products as partial replacement for the material in concrete can help to reduce the environmental and economic problem. Coconut shell (CS) is one of the agricultural waste that suitable to use as and coarse aggregates replacement due
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::77b61236524cc5b2d08861489ba0ffe9
https://doi.org/10.1063/5.0053678
https://doi.org/10.1063/5.0053678
Autor:
Fatimah Abdul Rahman, Nor Faizah Bawadi, Ng Kok Shien, Ali Akhbar Firoozi, Noorsuhada Md Nor, Masyitah Md Nujid, Eka Kusmawati Suparmanto, Juraidah Ahmad
Publikováno v:
Lecture Notes in Mechanical Engineering ISBN: 9789811598920
A soil underneath foundation structure must satisfy design criteria of bearing capacity analysis which is safety against failure and tolerable settlement. Failure analysis of bearing capacity shows differently for a strip foundation on a single layer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::90c7d489d5926167cdbcd68edf6abc08
https://doi.org/10.1007/978-981-15-9893-7_24
https://doi.org/10.1007/978-981-15-9893-7_24
Autor:
Mustaqqim Abdul Rahim, Lim Jiann Jonq, Afizah Ayob, Shamilah Anudai Anuar, Nor Faizah Bawadi, Norlia Muhamad Ibrahim, Shahiron Shahidan, Ahmad Nur Aizat Ahmad, Roshasmawi Abdul Wahab
Publikováno v:
Journal of Physics: Conference Series. 2129:012062
The aim of the study is to study the physical and mechanical characteristics of Slurry Infiltrated Fiber Reinforced Concrete with fiber percentage volume of 5% and lower. For the testing of physical characteristics of the concrete, density test been
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d97a8c62ac640d29fc0cc4e9d88bc3fb
https://doi.org/10.1088/1742-6596/2129/1/012062
https://doi.org/10.1088/1742-6596/2129/1/012062
Autor:
Mustaqqim Abdul Rahim, Lee Choon Onn, Ahmad Nur Aizat Ahmad, Shahiron Shahidan, Sharifah Salwa Mohd Zuki, Shamshinar Salehuddin, Afizah Ayob, Shamilah Anudai@Anuar, Nor Faizah Bawadi
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 864:012119
Ultrasonic pulse velocity methods is one of the non-destructive testing methods. Commonly the compression test was used to determine the compression strength of concrete. Laboratory works had been carried out at heavy concrete laboratory to obtain th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aed5baeb2aabbb737c9a6fe741bba1de
https://doi.org/10.1088/1757-899x/864/1/012119
https://doi.org/10.1088/1757-899x/864/1/012119
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 864:012099
Recently, the agricultural waste have been enticed increasing attention in geotechnical engineering as a natural soil reinforcement in improving strength and stability of soils. Agricultural waste fiber was chosen as it is cheap, locally available, b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cd1d5056113c55cc6d784d3e08b4d5c3
https://doi.org/10.1088/1757-899x/864/1/012099
https://doi.org/10.1088/1757-899x/864/1/012099
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 476:012043
Clay soils are considered as a problematic soil in term of water absorption rate. The ideas of soil improvement method had been widely used to modify the physical and mechanical properties of clay soil. This study aims to identify the optimum percent
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81de47d5dfa92f6fbb7c2bfe3f2f1d42
https://doi.org/10.1088/1755-1315/476/1/012043
https://doi.org/10.1088/1755-1315/476/1/012043
Autor:
Nor Faizah Bawadi, Mohd Asri Ab Rahim, M. M. Ahmad, Ahmad Faizal Mansor, Mohd Zulham Affandi Mohd Zahid, Nur Jihan Syamimi Jafri
Publikováno v:
AIP Conference Proceedings.
Soil compaction is a significant procedure in any road construction to evaluate the degree of compaction in the field. A method for determining dry density ratio at compacted soils was proposed and tested. Sand replacement method was utilized to eval
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd39d998f5481c9758c994c9a2509ef1
https://doi.org/10.1063/1.5054213
https://doi.org/10.1063/1.5054213
Autor:
Nor Faizah Bawadi, Mohd Zulham Affandi Mohd Zahid, M. M. Ahmad, Ahmad Faizal Mansor, Mohd Asri Ab Rahim, Nur Jihan Syamimi Jafri, Wan Mohd Sabki Wan Omar
Publikováno v:
E3S Web of Conferences, Vol 34, p 01002 (2018)
Soil compaction plays an important role in every construction activities to reduce risks of any damage. Traditionally, methods of assessing compaction include field tests and invasive penetration tests for compacted areas have great limitations, whic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::46a4fb54944e01a5b096e47b4e838e62
https://doaj.org/article/245c6fc3520445c4a56a6e8b48143c23
https://doaj.org/article/245c6fc3520445c4a56a6e8b48143c23
Autor:
Zul-Atfi Ismail, Nor Faizah Bawadi, Nur Fitriah Isa, Shahiron Shahidan, Mustaqqim Abdul Rahim, Afifuddin Habulat, Zulkarnain Hassan, Lum Chui Ying, Shamilah Anudai, Zuhayr Ghazaly
Publikováno v:
AIP Conference Proceedings.
This research is mainly about comparisons of reinforced concrete structure design based on Eurocode 2 and British Standard 8110. The reinforcement concrete element is designed by referring Eurocode 2 (EN1992-1-1) and British Standard 8110 (BS8110-1:1
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::514125fb7758332368b6cc64a8f66bce
https://doi.org/10.1063/1.5002367
https://doi.org/10.1063/1.5002367