Experimental study on piles as settlement reducers in model piled rafts by Ng, Edmund Jun Yao.

“…Although raft foundation may meet the requirement of bearing capacity easily, it tends to settle excessively and exceed the serviceability requirement. As such, piled raft foundation was first introduced by Burland et al. (1977) mainly to reduce the settlement to within allowable range, based on the introduction of composite foundation made up of a raft and some piles by Davis and Poulos (1972). …”
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Experimental study on piles as settlement reducers in modeled piled raft by Muhd Luqman Nul Hakim Mohd Ghazalie.

“…This study examines the effect of piled raft and raft resting on pile reinforced sand. …”
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Finite element analysis of piled raft : load transfer through piles and raft by Ibrahim Aneel Ali

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Analysis of piled raft behavior by Cheng, Yee Kiat.

“…The main objective of this project is to study the behavior of piled raft foundation system and analyze how piles are being designed optimally to control the displacements the foundation system. …”
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A comparison of Eurocodes and BS codes in the design of vertically loaded pile (b) : pile founded in clay by Koh, Yi Hong.

“…Pile design using British standards (BS8004:1986) will soon be replaced by Eurocode 7 (EC7). …”
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Interpretation of pile load test results by Tan, Danny Jun Xian.

“…This project is titled ‘Interpretation of Pile Load Tests Results’. So what this project is really about is what can be presumed from the results of the pile load tests. …”
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Three-dimensional analysis of pile behaviour by Chan, Chee Wei.

“…Often, any form of ground activities will have an influence on the structures which the ground carries and in some instances of piles, an induced lateral load may act on the piles. …”
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Determination of pile damages by an integrity testing by Yeong, Jackie Jiun Weng.

“…In Singapore, concrete bored piles (CBP) are commonly used in various construction projects. …”
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Finite element analysis of piled raft by Yeo, Isabella Ching Yee.

“…Piled Raft foundations are often seen as a more economical and superior foundation system compared to single foundation since it takes into account contributions of both the pile and raft. …”
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Pile design using eurocode 7 by Wong, Kia Fu

“…Parametric studies were conducted to investigate the pile resistance for specific pile geometries and pile lengths required for a specific loading using both ‘Model Pile’ procedure and ‘Alternative’ procedure. …”
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Analysis of soil arching in piled embankments by Tham, Li Wen

“…This project investigates the soil arching behaviour in piled embankments on soft ground. Stress is transferred from a yielding mass of the soft ground to adjacent piles with greater stiffness. …”
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Finite element analysis of pile-reinforced slopes by Thiha, Myo

“…In this project the effects of pile location, pile spacing, and effects of pile length, pile diameter and pile head boundary conditions are studied to assess the factor of safety of the pile stabilized slope. …”
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Load settlement characteristics of piled rafts in sand by Hong, Hui Min.

“…This study investigates the effects of pile numbers, pile length, pile spacing and pile diameters on the load-settlement response of a piled raft in dense sand through model tests. …”
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Numerical analysis and design of laterally loaded piles by Chia, Mervin Xun Shan.

“…The finite element or finite difference methods are commonly used to determine the reponse of single vertical piles under lateral loading. Various programs, such as COM624P, LPILE and FB-MultiPier, are used, to analyze the response of single vertical pile under lateral loading. …”
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Design of pile foundations using Eurocode 7 by Chen, Daryl Zhongwei.

“…The common types are driven piles and bored piles. This project explores the design of bored piles in conjunction with newer introduction of the new Eurocode 7. …”
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Behavior of cold formed steel sheet piles by Liu, Qiaoxia.

“…Steel sheet pile are fabricated by either hot-rolled process or cold-formed process. …”
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Behavior of cold-formed steel sheet piles by Hazwani Tubah.

“…Steel sheet piles have been used since even before modern construction and technology. …”
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Analysis of slope-stabilizing piles in clay slopes by Lau, Giorgio Kevin

“…The slope gradient used in this study is 1:3. The pile parameters studied include the pile spacing, pile diameter and pile length, and the thickness of the weak clay layer. …”
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Behaviour of laterally loaded piles near a slope by Choy, Amos Xian Hao

“…Hence, this paper provides a parametric study of soil and pile properties in order to gain a better understanding on the lateral pile capacity beside a slope. …”
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Finite element analysis of anchored sheet-pile wall by Wong, Kum Fai.

“…For anchored sheet pile walls, the classical method of determining depth of penetration can be done using limit equilibrium. …”
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