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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Design of steel structures : piling (BS EN 1993-5:2007)

Subjects: “…Piling (Civil engineering)…”

Noise emitted by drop hammer piling machine and workers‘ noise exposure / by Sheikh Izat Azhar Sheikh Ahmad, 1983-, author 626645, Zaiton Hassan, supervisor 436318, Fakulti Kejuruteraan. Sekolah Kejuruteraan Awam 619085

Noise emitted by drop hammer piling machine and workers‘ noise exposure / by Sheikh Izat Azhar Sheikh Ahmad, 1983-, author 626645

A cfd simulation study on the effect of volume ratio on pressure piling by Dhivya Lakshmi, Mohana Sundram

“…This paper presents the CFD simulation study on the effect of volume ratio on pressure piling. The explosion of flammable mixtures in interconnected compartments is commonly defined as “pressure piling” and its occurrence is a relevant issue of industrial safety. …”
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The effect of piling behavior on the production and mortality of free-range laying hens by David Armstrong, Lucy Asher, Ann Rayner, Halima Ngidda, Bryony Sharma, Helen Gray

“…ABSTRACT: Piling, a dense cluster of hens, is a behavior of major concern to the cage-free egg industry. …”
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The Construction Conditions of a Pre-Piling Template for Foundations of Offshore Structures by Deokhee Won, Jihye Seo, Osoon Kwon, Hae-Young Park, Hyoun Kang

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Noise emitted by drop hammer piling machine and workers‘ noise exposure by Sheikh Ahmad, Sheikh Izat Azhar

“…Hammer driven piling machine is the typical piling equipment in Malaysia, according to previous research on piling activities more than a decade ago more than an average of 90 dBA was recorded during the occurrences of piling activities at a common construction site that disturbs the neighbourhood. …”
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Noise emitted by drop hammer piling machine and workers' noise exposure by Sheikh Ahmad, Sheikh Izat Azhar

“…Hammer driven piling machine is the typical piling equipment in Malaysia, according to previous research on piling activities more than a decade ago more than an average of 90 dBA was recorded during the occurrences of piling activities at a common construction site that disturbs the neighbourhood. …”
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Use of analytical model of hammer impact for pile drivability study : a case study of pile foundation of Noetsu Bridge No.3 / by 297344 Md. S. Khaled, Tatsunori, Matsumoto, Universiti Teknologi Malaysia. Fakulti Kejuruteraan Awam, One-Day Seminar on Pile Testing and Performance (1997 : UTM, Skudai)

Subjects: “…Piling (Civil engineering)…”

Performance comparison between anchored steel sheet pile wall and contiguous bored pile wall for slope stabilization [compact disc] / by 308021 Wong, Teck Loon

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Experimental Investigation on Jacked Pile-Sinking and Capacity-Induced Pore Pressure and Effective Radial Stress at the Pile-Clayey Soil Interface by Wang Lifeng, Wang Xin, Li Shiqiang, Wang Jun, Niu Xunlong, Wang Donglei, Yonghong Wang

“…Based on research into how static pressure piles sink in saturated cohesive soil, alterations caused by a rise in pore stress during the load process between the pile and the earth as well as the effects of a variation in valid radial thrust on the project are thoroughly studied. …”
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