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.…”

Assessment of ultimate bearing capacity of the pile for jacking & rotary piling method by Hassan, Nor Syamira, Ibrahim, Aniza, Alias, Rohaya, Abang Hasbollah, Dayang Zulaika, Ramli, Ahmad Bukhari

“…A stainless steel 25 mm circular pile, a 50 mm circular pile and a screw pile were used as test piles for this investigation. …”

Effect of central pile in increasing the bearing capacity of bored pile groups by Shahin, Mohamed M.

“…The base resistance of smooth model pile groups in sand under static loading is investigated experimentally in a pile soil test apparatus. …”
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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.…”

Pile structural deformation using intrumented test pile with distributed fibre optic sensor by Tee, Bun Pin

“…With the continuous strain profile in the axially loaded instrumented test pile, DFOS is capable of measuring the pile structural deformation of the entire pile length. …”
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Tunnel-pile-soil interaction by Polanippan, Ilanchelvan

“…Bending moment of the pile observed higher at Zone II of tunnel influence zone.…”
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Interpretation on pile capacity from instrumented sacrifical pile load test for deep foundation system by Abdul Razak, Nurul Husna

“…Hence, to increase the level of confidence in the design, a lot of method and procedure have been established to evaluate the certainty of the pile design. This paper will discuss the prediction of geotechnical capacity of the pile from the instrumented pile load test conducted at very deep strata of more than 30m below ground level in a residual soil originated from the youngest metasedimentary rocks; Kenny Hill formation in Kuala Lumpur area. …”
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Quality control in pile management system by Teong, Lay Ming

Piles performances behavior of marine structures by Ariff, Mohd. Afendi

“…The findings of this study found that the piles performances behaviour of marine structure are correlated to each other such as pile bearing capacity, pile diameter, pile length, pile embedded depth and also pile loading. …”
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Tunnel – pile interaction sequence: parametric studies by Lim, Chin Boon, Jusoh, Siti Norafida, Lim, Chun Xiang, Abang Hasbollah, Dayang Zulaika, Sohaei, Houman

“…Parametric studies for pile-tunnel sequence and tunnel-pile sequence were carried out. …”

Performance of marine clay treated with polyurethane piles by Saleh, Samaila, Mohd. Yunus, Nor Zurairahetty, Ahmad, Kamarudin, Mat Said, Khairun Nissa

“…The results of the FE analyses were validated using small scale physical model tests. The influence of pile length ratio and area ratio of the embedded PU piles in MC were also investigated. …”

Shaft resistance of model pile in dry silt by Shahin, Mohamed M.

“…A test apparatus to measure the load transfer along the shaft of a model pile inserted in a specimen of silt is described.This apparatus allows independent control of the boundary stresses of a cylindrical silt specimen in the vertical and horizontal directions.The load transfer along the shafts of smooth and rough surfaces aluminium model piles in dry silt under static load was measured.The pile installation technique used was designed to minimize soil disturbance so that the failure criterion for pile shaft friction could be investigated.The study shows the importance of the boundary conditions of the soil specimen surrounding the model pile.The study also shows the effectiveness of using rough pile in increasing the pile capacity.The magnitude of pile-displacement at failure which necessary to mobilize the ultimate shaft resistance varies significantly with the surface roughness of the pile.The results show that the angle of the pile-silt contact depends on the roughness of the pile surface, initial density, void ratio and horizontal confining pressure…”
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Dynamic measurement techniques for pile capacity prediction by Nasly, M. A., Besar, Jusoh, Khaled, Md. S.

“…Pile Capacity prediction by the Stress-wave matching technique uses. measured pile top velocity-or force-time signal as an input boundary conditjon. …”
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Deflection analysis of underpinned secant pile wall by Mardi, Marini

“…Comparisons are being made on both methods with the secant pile wall field measurement.…”
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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. …”

The use of perforated pile beakwaters to attenuate waves by Mohd. Anuar, Norzana, Jaffar Sidek, Faridah

“…A laboratory investigation was conducted to compare the transmission characteristics of one-row and two-row submerged perforated pile breakwater models. The laboratory 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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Determination of unit skin friction for pile in sand by Muhammat, Nurul Nadilah

“…The method of installation of the pile and the pile material, as such, assume considerable significance as shall be seen hereafter. …”
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Rock resistance of bored piles socketed into rock by Sharudin, Eda Suhaili

“…A program of field testing tests for 13 bored piles with diameter varying from 1000mm to 1500mm constructed in Malaysian granite was conducted to measure the axial response of bored piles and tested using static load test and high strain load dynamic test to verify its integrity and performance. …”
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Soft ground improvement using pile embankment by Yahaya, Nor Ashikin

“…Therefore, this study was decided to choose the pile embankment to load heavy fill embankment and to eliminate the effect of excessive settlement.…”
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Performance of perforated piles as a wave attenuator by Mohd. Anuar, Norzana

“…The experiments were conducted to study the performance of the one-row pile models as a wave attenuator using various pile types that are, Single Ring (SP), Double Ring (DP) and Single Small Ring Pile (SSP). …”
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