Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Eka Kusmawati Suparmanto"'
Autor:
Azhar Abd Manan, Edy Tonnizam Mohamad, Rosli Saad, Eka Kusmawati Suparmanto, Mariatul Kiftiah Ahmad Legiman, Fazleen Slamat
Publikováno v:
Journal of Mines, Metals and Fuels. :429-439
One of the most popular indirect methods for investigating the subsurface information is through borehole record. The information obtained from a bore log will provide the subsurface scenario with regard to the soil and rock mass profile, stiffness o
Autor:
Eka Kusmawati Suparmanto, Edy Tonnizam Mohamad, Nordiana Mohd Muztaza, Mariatul Kiftiah Ahmad Legiman, Zuraini Zainal, Nurul Eilmy Zainuddin, Fazleen Slamat, Vynotdni Rathinasamy, Mohd Firdaus Md, Azhar Abd Manan
Seismic refraction methods and Electrical Resistivity Tomography (ERT) are commonly used as geophysical methods for rock mass characterization and ground subsurface for excavation assessment. In this study, this method was used in the BJ Kota Tinggi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e4b21352426f1d05785894896b9b66d
https://doi.org/10.21203/rs.3.rs-2854075/v1
https://doi.org/10.21203/rs.3.rs-2854075/v1
Autor:
Eka Kusmawati Suparmanto, Edy Tonnizam Mohamad, Mariatul Kiftiah Ahmad Legiman, Zuraini Zainal, Nurul Eilmy Zainuddin, Mohd Hishamuddin Abdul Razak, Ilanchelvan Polanippan
Publikováno v:
Arabian Journal of Geosciences. 16
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811697692
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8457673bc0eef1153533432adf90a379
https://doi.org/10.1007/978-981-16-9770-8_34
https://doi.org/10.1007/978-981-16-9770-8_34
Autor:
Mariatul Kiftiah Ahmad Legiman, Edy Tonnizam Mohamad, Dayang Zulaika Abang Hasbollah, Eka Kusmawati Suparmanto, Vynotdni Rathinasamy
Publikováno v:
Physics and Chemistry of the Earth, Parts A/B/C. 129:103301
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