Numerical analysis of the deep soil failure mechanism for perimeter pile groups by Watford, M, Templeman, J, Orazalin, Z, Zhou, H, Franza, A, Sheil, BB

“…The finite element output show that the plan group configuration (square or circular) has a negligible influence on lateral capacity for closely spaced perimeter pile groups. When compared to ‘full’ square pile groups with the same number of piles, the present results suggest that for practical pile spacing (≳ two pile diameters), perimeter groups do not necessarily increase capacity efficiency, particularly if the piles are smooth. …”

A quality approach on pile installation method / Faried Mohd Noor by Mohd Noor, Faried

“…In Malaysia, the application of the pile is very broaden. However, there is a limited study on the quality requirement of the piling industry. …”
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A local scour prediction method for pile caps in complex piers by Amini, Seyed Ata, Mohammed, Thamer Ahmed, Abdul Aziz, Azlan, Ghazali, Abdul Halim, Kim Huat, Bujang

“…The main variables investigated were pile cap dimensions and location relative to the streambed. …”
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Local scour at piled bridge piers including an examination of the superposition method by Amini, Ata, Melville, Bruce William, Mohamed Ali, Thamer Ahmad

“…Five complex piers, comprising different configurations of piles, pile cap, and column, were tested in a laboratory flume using uniform bed material. …”

The Determination of Pile Capacity Using Artificial Neural-net: An Optimization Approach by Ab. Malik, Rosely, Jamil S., Mohamed

“…From standard static formula for bearing capacity of a single pile foundation, an algorithm using a reliability approach for the determination of service load was developed. …”
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Experimental study of impact loading effect on bridge substructures including piles by Abdul Malek, Muhamad Aziman, Muhammad Rashid, Raizal Saifulnaz, Shukri, Ahmad Azim, El-Zeadani, Mohamed

“…One of the main reasons of bridge substructure’s collapse is due to vehicular collision to its support, specifically columns, and as of now, there is a lack of understanding on the inter-relation between columns and piles when subjected to impact load. As such, the major purpose of this investigation was to study the behaviour of concrete columns under vehicular collision (impact load) and assess the stresses distributed to piles due to collision. …”
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Optimization of ANFIS with GA and PSO estimating α ratio in driven piles by Moayedi, Hossein, Raftari, Mehdi, Sharifi, Abolhasan, Wan Jusoh, Wan Amizah, A. Rashid, Ahmad Safuan

“…However, optimizing ANFIS with GA and PSO has not been used in the area of pile engineering. The training data set was collected from available full-scale results of the driven piles. …”
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Effect of scouring on pile performance of fixed offshore jacket structures in Malaysia by Abdullah Sani, Abdul Hadi

“…Over estimation on the scour depth has an impact on the pile factor of safety, pilehead displacement and pile unity check which relates to the economic perspective. …”
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Prediction of ultimate bored pile capacity using global strain extensometer by Badrun, Mohd. Zahrullail

“…The technology enables installation of instrumentation after pile-driving and thus virtually eliminates the risk of instrument damage during pile production and installation. …”

Wave characteristics around perforated piles in a two rows arrangement by Mohd. Anuar, Norzana, Jaffar Sidek, Faridah

“…An experimental study was performed to investigate the transmission response of a two-row perforated double ring pile (DP). The tests were conducted in unidirectional waves with different wave conditions and pile porosity that varied from 0.0625 to 0.48. …”
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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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Bahasa Sembang in web forums: knowledge management for piles of atopian discourse by Abd. Rozan, Mohd. Zaidi, Mikami, Yoshiki

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The appraisal of moment capacity of short pile subjected to lateral load in sand by Sulistyono, Chosun Eko

Evaluation of bearing capacity due to radial expansion using expanding piles by Molkaraie, Pouya

“…Settlement of the pile decreased by 11 percent…”
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Neural network application in prediction of axial bearing capacity of driven piles by Maizir, H., Kassim, Khairul Anuar

“…A system was develo ped by a computerized intelligent system for predicting the total pile capacity for various pile characteristics and hammer energy. …”

Development of p-y curves of laterally loaded piles in cohesionless soil by Khari, Mahdy, Kassim, Khairul Anuar, Adnan, Azlan

“…Kinematic interaction in soil-pile interaction is evaluated based on the p-y curve approach. …”
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Rock shaft resistance of bored piles socketed into decomposed Malaysia granite by Raja Shoib, Raja Shahrom Nizam Shah

“…The design of large diameter bored piles socketed into rock has emphasized considerable attention in sedimentary rocks. …”
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Instrumented pile load testing with distributed optical fibre strain sensor by Mohamad, Hisham, Bun, Pin Tee

“…An instrumented pile load test was conducted for a 1.2m diameter bored pile at Putrajaya to verify pile performance towards geotechnical design. …”
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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. …”