Asymptotic analysis of a pile-up of edge dislocation by Hall, C

“…The idealised problem of a pile-up of dislocation walls (that is, of planes each containing an infinite number of parallel and identical dislocations) was presented by Roy et al. …”

Numerical investigation on reinforcement requirement for piles embedded in clay by Salman, F.A., Fattah, M.Y., Mohammed, M.M., Hashim, Roslan

“…It is concluded that for piles embedded in clay, a length of reinforcement not less than one-half the pile length is needed. …”

Prediction of shaft resistance of bored pile in limestone formation by Chew, Siow Jin

“…Piles socketed into limestone are commonly used in Malaysia especially for deep foundation of high rise building at Kuala Lumpur area. …”
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Tunnel depth effect to pile in tunnel's influence zone by Lim, Chun Xiang, Jusoh, Siti Norafida, Lim, Chin Boon, Abdullah, Rini Asnida, Mohd. Yunus, Nor Zurairahetty

“…The longitudinal settlement trough presents a smooth surface settlement curve for free-field conditions, but a chimney-like transition at the pile periphery for conditions with the pile. The ground settlement trough for tunnelling near to adjacent pile leads to a skewed maximum settlement towards the pile. …”

Performance of load bearing pile with trapezoid web profile by Osman, Mohd. Hanim, Kasim, Fauziah, Saim, A. Aziz

Behaviour of laterally loaded bored pile in reclaimed land by Somasundaram, Vijayakumar

Prediction of ultimate load bearing capacity of driven piles by Wong, Charng Chen

“…Due to variation in soil layers, it is not easy for engineer to be assured that theoretical design of piles comply with the actual site condition. Thus, every design of piled foundations carries its own uncertainty and risk. …”
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Field capacity of steel pile with corrugated web surface by Osman, Mohd. Hanim, Kasim, Fauziah, Saim, A. Aziz

“…A series of loading test on steel piles with web of different corrugation profiles has been carried out to study the performance of piles with trapezoid web in resisting loadings. …”

Behaviour of axially loaded pile under ground heaving by Ghazali, Aqilah

Dynamic soil-pile interaction under earthquake events by Adnan, Azlan

“…Large superstructures such as tall buildings, important structures and bridges sometimes are founded on fluvial and alluvial soil deposits. The pile supported structures response subjected to earthquake events strongly affected by the dynamic behavior of the soil-pile interaction (SPI). …”

Pile capacity prediction by characteristic stress-wave method by Uddin Khaled, Md. Shahab

Model test on the axial capacity of displacement ribbed piles by Ganiyu, Abideen Adekunle, A. Rashid, Ahmad Safuan, Osman, Mohd. Hanim

“…The capacity, hence the load-settlement behaviour of a pile is governed by the collective behaviour of the base and shaft. …”
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Rock bearing resistance of bored piles socketed into rock by Sharudin, E. S., Mohd. Yunus, N. Z., Marto, A., Jusoh, S. N., Ahmad, K., Kasim, F., Abdullah, R. A., Hezmi, M. A.

“…A program of field tests for 13 bored piles with diameter varying from 1000 mm to 1500 mm constructed in granite was conducted to measure the axial response of bored piles, tested using static load test and high strain load dynamic test to verify its integrity and performance. …”
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Shaft resistance of bored piles socketed in Malaysian granite by Raja Shoib, R. S. N. S., Rashid, A. S. A., Armaghani, D. J.

“…A programme of field testing was conducted to measure the axial response of bored piles, with a total of seven bored piles of diameter 1000-1500 mm constructed in decomposed granite, using techniques including the advancing of temporary casing and drilling slurry composed of bentonite fluids. …”

Fibre optic sensing monitoring system for pile on slope by Khairul Anuar, Safinaz

“…In slope reinforced with pile, monitoring system is needed to monitor the displacement of the pile due to the slope instability. …”
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Control of pile movements induced by tunnelling using micropiles by Sohaei, Houman, Namazi, Eshagh, Marto, Aminaton

“…The effect of installing micropiles between the existing piles and the tunnel is not well understood. This paper discusses the effectiveness of micropiles as a means to control tunnelling-induced ground movement and movements of an existing pile, located at a distance of one times the tunnel diameter from the tunnel axis. …”

Tunnel progression effects to the ground surface and the adjacent pile by Zahid, M. A., Jusoh, S. N., Rahim, A., Hezmi, M. A., Yunus, N. Z. M., Mat Said, K., Shahrin, M. I.

“…By conducting a series of laboratory tests, the ground subsidence and pile behavior is presented herein. For a twice diameter distance of tunnel and pile, the pile axial settlement is 0.04% of the tunnel diameter respectively, while the maximum pile bending moment is 4928. 93kN.m. …”
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Steel sheet piling handbook : reference data on shapes, materials, performance and applications /

Subjects: “…Sheet-piling…”

Penggunaan one man total station dalam kerja-kerja as-buit piling / by Mohd. Hanafi Ma'arof

Subjects:

Scat piling and strong frugivory of the Balearic lizard, Podarcis lilfordi (Günther, 1874) by Ana Pérez-Cembranos, Valentín Pérez-Mellado

“…Scat piling was detected in an isolated location with hundreds of scats deposited by several individuals at a particular place. …”
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