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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Piles as settlement reducers in raft by Kambala, Siva Nagi Reddy

“…For a given pile number, stiffer piles would cause the largest reduction in settlement. …”
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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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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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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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Load settlement characteristics of a piled raft in sand by Chan, Junxiong.

“…A model test tank and a loading frame with jacking load were used for the test of model piled raft system. A total of 20 tests were conducted to study the load settlement characteristics of a piled raft foundation with the use of piles as settlement reducers. …”
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Load settlement characteristics of a piled raft in sand by Seet, Kelvin Chee Kiong.

“…Experimental results have shown that increasing the number of piles, lengthening the piles and increasing the pile spacing in a piled raft will lower its settlement. …”
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Finite element analysis of piles as settlement reducers in raft foundation by Chan, Wei Yi

“…Piled raft foundation with settlement-reducing piles is a feasible and economical alternative to reducing both the total and differential settlements of raft by considering the bearing capacity contributions from raft and piles. …”
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GE-26 use of jet grouted pile in deep braced excavation by Kyaw, Wai Mon

“…This project is a study of the behavior of the wall in braced excavation system in the presence of the jet grouted piles (JGP). Jet grouting is the soil-improvement technique that aims to improve the soil characteristics. …”
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A comparison of eurocodes and BS codes in the design of vertically loaded piles in sand by Lam, Charlie Tin Cheung

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3D finite element analysis of the effects of deep excavation on adjacent piles by Hao, Chenghao

“…By using a validated three-dimensional finite element analysis method to analyse the impacts of soil properties, pile diameters, lateral distance between the excavation face and existing pile, and the position of single existing piles around the perimeters of excavation on the lateral movement (Ux), axial force(N) and bending moment (M) of the adjacent piles. …”
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Comparison between Eurocode 7 and British Standard in pile design under mixed ground condition by Feng, Jing

“…Pile foundation is extensively used in Singapore construction projects. …”
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Analysis of p-y curves of sand and clay using PLAXIS 3D by Chew, Andrew Ying Cheng

“…In this study, PLAXIS 3D is used to simulate the lateral translation of a long and rigid pile in sands and clays. In this paper, the p-y curves are obtained from the shear profile of the laterally translated pile, and are then normalised such that its horizontal and vertical axis are dimensionless. …”
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The effect of JGP slab on the stability of deep excavation by Chan, Siew Long

“…In this project, two-dimensional simulations via software PLAXIS 2D were carried out using finite element method, to evaluate the performance of jet grouted piles during a deep excavation. The thickness and arrangement of the jet grouted slabs will be varied while maintaining the depth and width of excavation. …”
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Earth pressure distribution in a braced excavation by Lim, Vuthy

“…Mohr-Coulomb with linearly elastic-perfectly plastic material model was used with 3 types of undrained shear strength increasing with depth. Three sheet pile walls and diaphragm walls were also used as parameter. …”
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Lessons from the back analysis of Nicoll Highway incident by Foo, Yee Chuan

“…The use of Jet-grouted Piles (JGP) has gained popularity in Singapore when excavating in soft soil; it is a soil-improvement method that improves the soil characteristics. …”
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