Slope stability and sheet pile and contiguous bored pile walls by Niroumand, Hamed, Kassim, Khairul Anuar, Nazir, Ramli, Faizi, Koohyar, Adhami, Behnam, Moayedi, Hossein

“…This research will highlight various techniques related to shear strength of soil, slope failure mechanisms, common slope failure, factor influencing the slope stability and the design concept of sheet pile wall and contiguous bored pile wall.…”

Slope stability of the design concept of the sheet pile and contiguous bored pile walls by Niroumand, Hamed, Kassim, Khairul Anuar, Nazir, Ramli, Faizi, Koohyar, Adhami, Behnam, Moayedi, Hossein

“…This research will highlight various techniques related to shear strength of soil, slope failure mechanisms, common slope failure, factor influencing the slope stability and the design concept of sheet pile wall and contiguous bored pile wall.…”

Uplift capacity of enlarged base piles in sand by Niroumand, Hamed, Kassim, Khairul Anuar, Ghafooripour, Amin, Nazir, Ramli

“…The main components of the foundation are the pile cap and the piles. Piles are long and slender members which transfer the load through the shallow soil of lower bearing capacity to deeper soil or rock of high bearing capacity. …”

Appraisal of reliable skin friction variation in a bored pile by Nazir, Ramli, Moayedi, Hossein, Mosallanezhad, Mansour, Tourtiz, Alireza

“…The design of bored piles in Malaysia is usually based on the results of the standard penetration test. …”

Design guide for piles using locally produced steel H–section by Mirasa, Abdul Karim, Sapari, Noor Adli, Yusuf, Mohd. Zain, Nazir, Ramli

“…Additional information such as piles group consideration, installation of H–piles, corrosion and protection of steel piles are also included. …”
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Deformation model of sand around short piles under pullout test by Faizi, Koohyar, Armaghani, Danial Jahed, Sohaei, Houman, A. Rashid, Ahmad Safuan, Nazir, Ramli

“…Piles as a member of structures can be failed due to structural collapses or soil's body failure. …”

Determination of pile failure mechanism under pullout test in loose sand by Faizi, Koohyar, Kalatehjari, Roohollah, Nazir, Ramli, A. Rashid, Ahmad Safuan

“…Estimating the deformation of soil around the pile contributes to reliable design of structures under pullout force. …”

Comparative study on prediction of axial bearing capacity of driven piles in granular materials by Momeni, Ehsan, Maizir, Harnedi, Gofar, Nurly, Nazir, Ramli

“…Estimation of axial bearing capacity plays an essential role in pile design. A part from semi-empirical and numerical methods, axial bearing capacity of piles can be either predicted by means of a maintain load test or dynamic load test. …”
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Application of artificial neural network for predicting shaft and tip resistances of concrete piles by Momeni, Ehsan, Nazir, Ramli, Armaghani, Danial Jahed, Maizir, Harnedi

“…However, conducting SLT is costlyand time-consuming. High strain dynamic pile testing (HSDPT) which is provided by pile driving analyzer (PDA)is a more recent approach for predicting the ABC of piles. …”

Effect of clay shale shear strength degradation on bored pile friction in clay shale by Arief, Rifqi Brilyant, Irsyam, Masyhur, M. Alatas, Idrus, Krisnanto, Sugeng, Susila, Endra, Nawir, Hasbullah, Nazir, Ramli

“…This research aims at investigating and modeling the axial bearing capacity degradation of a bored pile on clay shale due to the bored pile installation processes. …”
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Assesment of low strain wave attenuation for piles cast in very dense granular soil by Nazir, Ramli, El Hussein, Osman

“…In low strain testing of piles, soil within which the pile is embedded causes attenuation of propagated stress wave. …”

Prediction of pile bearing capacity using a hybrid genetic algorithm-based ANN by Momeni, Ehsan, Nazir, Ramli, Jahed Armaghani, Danial, Maizir, Harnedi

“…The application of artificial neural network (ANN) in predicting pile bearing capacity is underlined in several studies. …”

Behaviour of expanded piles under upward loading due to radial preloading in soft clay by Alimohammadi, Payman, Kassim, Khairul Anuar, Nazir, Ramli

“…Interpretations of the finite elements models were focused on the load-displacement behaviour, the effect of the increase in the pile diameter on the pile load capacity, deformation of the surrounding soil due to radial preloading and comparison of different constitutive models. …”

Field performance of transition rigid piled embankment with surcharged vertical drain over soft ground by Nazir, Ramli, Moayedi, Hossein, Subramaniam, Puspanathan, Gue, See-Sew

“…Commonly, thick filling works over soft clay is aided with piled embankment at bridge approach to reduce differential settlement between the piled abutment and embankment over soft ground. …”
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Lateral deflection of piles in a multilayer soil medium. Case study: The Terengganu seaside platform by Moayedi, Hossein, Nazir, Ramli, Mosallanezhad, Mansour, Mohd. Noor, Rozaimi, Khalilpour, Mehrdad

“…In this article, the lateral deflection of piles constructed in a multilayer soil medium is assessed. …”

Application and design of transition piled embankment with surcharged prefabricated vertical drain intersection over soft ground by Nazir, Ramli, Moayedi, Hossein, Subramaniam, Puspanathan, Gue, See-Sew

“…This paper proposes the transition piled embankment with a surcharged prefabricated vertical drain. …”

Determination of young elasticity modulus in bored piles through the global strain extensometer sensors and real-time monitoring data by Moayedi, Hossein, Kalantar, Bahareh, Abdullahi, Mu’azu Mohammed, A. Rashid, Ahmad Safuan, Nazir, Ramli, Nguyen, Hoang

“…For friction piles depending on the friction resistance, accurate prediction of unit skin friction around the pile shaft is the dominant resistance to measure the final bearing capacity of a bored-pile. …”

Deformation model of deep soil mixing using finite element method by A. Rashid, Ahmad Safuan, Faizi, Koohyar, Armaghani, Danial Jahed, Nazir, Ramli

“…It was found that higher numbers of piles increase the effect of soil deformation where it will extend the soil in much deeper depth before it fails.…”
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The uplift load capacity of an enlarged base pier embedded in dry sand by Nazir, Ramli, Moayedi, Hossein, Pratikso, A., Mosallanezhad, Mansour

“…This is due to the reduction in the amount of the sand column above the bell that resists the uplift of the pile. Failure displacements at a constant base diameter generally increased considerably with the increase of the embedment ratio but decreased with the increment of the sand density. …”