Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Khairun Nissa Mat Said"'
Publikováno v:
Geotechnical and Geological Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d960963006c82a30395b80402fb4c9f
https://doi.org/10.1007/s10706-023-02483-9
https://doi.org/10.1007/s10706-023-02483-9
Autor:
Rasha Abuelgasim, Ahmad Safuan A. Rashid, Mounir Bouassida, Khairun Nissa Mat Said, Mohamad Hafeezi Abdullah
Publikováno v:
DESALINATION AND WATER TREATMENT. 239:270-277
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d3038f3da0429f55fe94a347e762c4db
https://doi.org/10.5004/dwt.2021.27581
https://doi.org/10.5004/dwt.2021.27581
Publikováno v:
SN Applied Sciences. 3
Over the last decades, numerical modelling has gained practical importance in geotechnical engineering as a valuable tool for predicting geotechnical problems. An accurate prediction of ground deformation is achieved if models that account for the pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bfd3af96815b8fb4ba826a87b32c9197
https://doi.org/10.1007/s42452-020-04115-w
https://doi.org/10.1007/s42452-020-04115-w
Publikováno v:
INTERNATIONAL CONFERENCE ON FOOD SCIENCE AND BIOTECHNOLOGY (FSAB 2021).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c4fa1e47d59ab24ba68fd1b643e1445
https://doi.org/10.1063/5.0072819
https://doi.org/10.1063/5.0072819
Autor:
Danial Jahed Armaghani, Khairun Nissa Mat Said, Ahmad Safuan A. Rashid, Ehsan Momeni, Aliff Ridzuan Bunawan
Publikováno v:
Measurement. 124:529-538
Deep Mixing (DM) method is a soil improvement technique, in which the soil is mixed in situ with stabiliser agents (cement and/or lime) in the form of slurry or powder. The group column is one of DM type that has been extensively used to treat subsoi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a8e2073eaa6fca6cbe6099362f253553
https://doi.org/10.1016/j.measurement.2018.04.057
https://doi.org/10.1016/j.measurement.2018.04.057
Publikováno v:
Geotechnical and Geological Engineering. 35:1271-1298
Nowadays, several techniques are employed to improve the problem of carrying out construction in soft soils by increasing the strength of the soil foundation and reducing the settlement of the soil. Among these stabilizing techniques, the deep mixing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48658088b60c3f915e21d040398545a8
https://doi.org/10.1007/s10706-017-0196-x
https://doi.org/10.1007/s10706-017-0196-x
Autor:
Ahmad Safuan A. Rashid, Khairun Nissa Mat Said, Nima Latifi, Abdolreza Osouli, Nor Zurairahetty Mohd Yunus, Abideen Adekunle Ganiyu
Publikováno v:
International Journal of Geomechanics. 19
This study focuses on the settlement of soft soil improved by floating soil cement columns in a small-scale physical test. The effect of area improvement ratio (ap) and column height (Hc) on the improved ground under design load (Wd) were investigate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::600f77b7dbad55b545e04ddcf0011ee3
https://doi.org/10.1061/(asce)gm.1943-5622.0001323
https://doi.org/10.1061/(asce)gm.1943-5622.0001323
Autor:
Kamarul Azlan Mohd Nasir, Khairun Nissa Mat Said, Siti Norafida Jusoh, Heirlina Mawarni Jamri, Aminaton Marto, Muhammad Azril Hezmi
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 884:012044
Implementation of potential debris flow hazard in Malaysia has been conducted by Jabatan Kerja Raya in 2011. However, evaluation of this hazard level cannot deny the consequent to the nearest facilities. Thus, run-out analysis based on numerical mode
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9c1e176fae62cea80ad41616e7dd3dd
https://doi.org/10.1088/1757-899x/884/1/012044
https://doi.org/10.1088/1757-899x/884/1/012044
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 220:012003
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c78e4dbaaf8e2f6762cb44693fe6e99
https://doi.org/10.1088/1755-1315/220/1/012003
https://doi.org/10.1088/1755-1315/220/1/012003
Publikováno v:
MATEC Web of Conferences, Vol 250, p 01016 (2018)
Lightweight aggregate is the generic name of a group of aggregates having a relative density lower than normal aggregates (natural sand, gravel, and crushed stone), sometimes is referred to as low density aggregate. Depending on the source and the me
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::94d52d19461173b135e475acb87a1178
https://doi.org/10.1051/matecconf/201825001016
https://doi.org/10.1051/matecconf/201825001016