Search Results - "Kwan, Albert K.H."
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Effects of superplasticizer type on packing density, water film thickness and flowability of cementitious paste
Published in Construction & building materials (01-07-2015)“…Different types of superplasticizer have different effects on the packing density, water film thickness and flowability of cementitious paste, as illustrated…”
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Combined effects of water film, paste film and mortar film thicknesses on fresh properties of concrete
Published in Construction & building materials (2014)“…•Fresh properties of concrete are governed by the water, paste and mortar film thicknesses.•Effects of these film thicknesses on flowability, cohesiveness and…”
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3
Concrete mix design based on water film thickness and paste film thickness
Published in Cement & concrete composites (01-05-2013)“…In previous studies on the mortar portion of concrete, it has been found that the water film thickness (WFT) and paste film thickness (PFT) have major effects…”
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Use of eco-concrete containing limestone fines as cementitious paste replacement in circular concrete-filled steel tube columns
Published in Construction & building materials (25-10-2024)“…One effective way of reducing the cementitious content and carbon footprint so as to produce eco-concrete is to add limestone fines (LF) to replace an equal…”
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Behaviour and design of cold-formed austenitic stainless steel circular tubes infilled with seawater sea-sand concrete
Published in Engineering structures (15-08-2021)“…•Stainless steel circular tubes infilled with seawater sea-sand concrete tested.•Axial strength and ductility of such infilled stainless steel tubes…”
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Adding limestone fines as cementitious paste replacement to improve tensile strength, stiffness and durability of concrete
Published in Cement & concrete composites (01-07-2015)“…The addition of a filler such as limestone fines (LF) to fill into the voids between aggregate particles can reduce the cementitious paste volume needed to…”
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Circular concrete filled steel tubes made of eco-concrete with limestone fines added as cementitious paste replacement
Published in Structures (Oxford) (01-12-2020)“…One effective method of reducing the cement content and carbon footprint so as to produce eco-concrete is to add limestone fines to replace an equal volume of…”
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Packing density of cementitious materials: part 1—measurement using a wet packing method
Published in Materials and structures (01-05-2008)“…The packing characteristics of the cementitious materials have great influence on the performance of a concrete mix, but there is so far no generally accepted…”
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Improving performance and robustness of SCC by adding supplementary cementitious materials
Published in Construction & building materials (01-11-2010)Get full text
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Improving performance and robustness of SCC by adding supplementary cementitious materials
Published in Construction & building materials (01-11-2010)“…One major difficulty with large scale production of self-consolidating concrete (SCC) is to consistently maintain the required high performance. In overcoming…”
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Reducing cement paste volume for production of self-consolidating concrete by adding fillers
Published in Transactions (Hong Kong Institution of Engineers) (03-04-2014)“…For the production of self-consolidating concrete (SCC), in order to achieve high flowability and high cohesiveness at the same time, it is often necessary to…”
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12
Processing crushed rock fine to produce manufactured sand for improving overall performance of concrete
Published in Transactions (Hong Kong Institution of Engineers) (01-12-2013)“…River sand (RS) and crushed rock fine (CRF) have been used as fine aggregate in concrete for centuries. However, dredging river beds for RS is now banned in…”
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13
Improving Particle Size Distribution in Cement Paste by Blending with Superfine Cement
Published in Journal of sustainable architecture and civil engineering (Online) (30-11-2016)“…The rheological and mechanical performance of cement paste is closely related to its packing density, which may be optimized by improving the particle size…”
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14
Correction of strain errors induced by small rigid-body motions in electronic speckle pattern interferometry measurement
Published in Transactions (Hong Kong Institution of Engineers) (01-03-2013)“…Electronic speckle pattern interferometry (ESPI) can provide non-contact, high-precision, and full-field displacement measurement. This technique is…”
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15
Ductility analysis of prestressed concrete beams with unbonded tendons
Published in Engineering structures (2008)“…This paper describes a numerical method for the full-range analysis of prestressed concrete flexural members with unbonded tendons, taking into account the…”
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16
Fracture Toughness of Plain Concrete Made of Crushed Granite Aggregate
Published in Transactions (Hong Kong Institution of Engineers) (01-01-2011)“…An experimental investigation on the fracture toughness of plain concrete using the threepoint bending tests proposed by RILEM was carried out. A series of…”
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17
Shrinkage of High-strength Concrete and High-flowability Concrete
Published in Transactions (Hong Kong Institution of Engineers) (01-01-2010)“…Throughout the years, a large amount of research on the shrinkage of normal concrete with cube compressive strength up to 60 MPa has been carried out…”
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18
Performance Criteria for Self consolidating Concrete
Published in Transactions (Hong Kong Institution of Engineers) (01-01-2008)“…Self-consolidating concrete (SCC), also called self-compacting concrete, was first developed almost two decades ago. It does not require compaction to achieve…”
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19
A web services choreography scenario for interoperating bioinformatics applications
Published in BMC bioinformatics (10-03-2004)“…Very often genome-wide data analysis requires the interoperation of multiple databases and analytic tools. A large number of genome databases and…”
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Minimum Flexural Ductility Design of High-strength Concrete Columns
Published in Transactions (Hong Kong Institution of Engineers) (01-01-2009)“…High-strength concrete (HSC) has been widely used in the column construction of tall buildings because of its larger stiffness and strength-to-weight ratio…”
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