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Static pile-soil-pile interaction in offshore pile groups
Published 1994“…This thesis is a theoretical study, using both finite element and boundary element methods, of the behaviour of single-piles and pile groups under vertical and lateral loading. …”
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Soil heave and pile heave caused by pile installation
Published 2008“…Pile installation will lead to vertical and horizontal soil movements around the pile. …”
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3
Soil Pile Set-Up Of Driven Pile In Clay
Published 2013“…Soil/ pile set-up is a phenomenon of pile capacity increase in a driven pile as time passes which is often ignored. …”
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Design, construction and performance of micro-piles as compared to bored piles
Published 2008“…Micro-piles are drilled shafts of diameter typically 150 to 250 mm. …”
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Corrosion of steel piles
Published 2008“…In the literature review, a summary of the various types of corrosion of steel piles, the corrosion mechanisms and soil corrosivity was included.…”
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Arching in piled embankments
Published 2009“…Piles with and without caps are often used to support embankments constructed on soft ground. …”
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Productivity aspects of bored piling operations in Singapore
Published 2009“…This study describes a new productivity performance indicator for bored piling operations in Singapore. The study presents productivity performance measurement of 10 different piling projects in Singapore. …”
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9
Pile structural deformation using intrumented test pile with distributed fibre optic sensor
Published 2022“…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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Evaluation of settlement of bored piles
Published 2008“…The pile-soil interaction problem is very complex and is not clearly understood. …”
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12
Piles as settlement reducers in raft
Published 2010“…For a given pile number, stiffer piles would cause the largest reduction in settlement. …”
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13
Tunnel-pile-soil interaction
Published 2020“…Bending moment of the pile observed higher at Zone II of tunnel influence zone.…”
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14
Interpretation on pile capacity from instrumented sacrifical pile load test for deep foundation system
Published 2020“…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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15
Problems encountered at the interface between piling and substructure construction
Published 2008“…This report examines the potential disputes and interface problems among piling, excavation and building contractors with implications on the current practice of contracts award in Singapore. …”
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16
An investigation of the relevant parameters of an exponential pile
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