Pull out characteristics of soil nails in Pahang / Damanhuri Jamalludin ...[et al.]

Jamalludin, Damanhuri and Ahmad, Mohd Farid and Mohd Salleh, Samsuri and Md. Issa, Ahmad Kamal and Mohd Ali, Siti Norizan (2010) Pull out characteristics of soil nails in Pahang / Damanhuri Jamalludin ...[et al.]. Jurnal Intelek, 5 (2). ISSN 2231-7716


A total of 45 locations of slope failures occurred along Jalan Baru Gap to Fraser Hill, Pahang. Of the 45 locations of slope failures, only 31 locations were repaired using soil nails. At each location, only one pull out test was carried out. This study involved the results of the pull out tests at all the 31 locations and the results were obtained from Public Works Department, K.L. The maximum pull out load during the test was 90 kN and the displacement at 90 kN load must be less than 10mm for the test to be considered satisfy the specifications. The main purpose of this study is to determine the characteristics of the pull out test on soil nail and the interaction between the soil nail and the soil.


Item Type: Article
Email / ID Num.
Jamalludin, Damanhuri
Ahmad, Mohd Farid
Mohd Salleh, Samsuri
Md. Issa, Ahmad Kamal
Mohd Ali, Siti Norizan
Subjects: T Technology > TA Engineering. Civil engineering > Soil mechanics. Including properties of soils, water in soil, strength properties, consolidation, etc.
T Technology > TA Engineering. Civil engineering > Soil dynamics
Divisions: Universiti Teknologi MARA, Perlis > Arau Campus
Journal or Publication Title: Jurnal Intelek
UiTM Journal Collections: UiTM Journal > Jurnal Intelek (JI)
ISSN: 2231-7716
Volume: 5
Number: 2
Keywords: Slope failures, soil nails, pull out test
Date: December 2010
URI: https://ir.uitm.edu.my/id/eprint/32043
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