1985
DOI: 10.1016/0262-5075(85)90003-x
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Properties of concrete made with three types of artificial PFA coarse aggregates

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Cited by 23 publications
(7 citation statements)
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“…[34] Apart from the smaller restraining effect of the Aardelite particles (because of its lower modulus), the higher shrinkage of Aardelite concrete is probably due to the shrinkage of the Aardelite aggregate itself. Moreover, Aardelite also has a buffer water capacity even higher than that of Lytag, hence, at least in the early days of drying shrinkage, behavior similar to that of Lytag concrete can be expected.…”
Section: Drying Shrinkage Testmentioning
confidence: 99%
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“…[34] Apart from the smaller restraining effect of the Aardelite particles (because of its lower modulus), the higher shrinkage of Aardelite concrete is probably due to the shrinkage of the Aardelite aggregate itself. Moreover, Aardelite also has a buffer water capacity even higher than that of Lytag, hence, at least in the early days of drying shrinkage, behavior similar to that of Lytag concrete can be expected.…”
Section: Drying Shrinkage Testmentioning
confidence: 99%
“…Van der Wegen and Bijen [34] have tested the shrinkage and creep of lightweight aggregate concrete made with Aardelite and Lytag aggregates. Aardelite, unburned, and Lytag, burned, are fly ash aggregates.…”
Section: Drying Shrinkage Testmentioning
confidence: 99%
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“…Similar results are obtained when CNF-LCC is compared with LWAC. Figure 5.7 shows that CNF-LCC exhibits comparable or lower specific creep than LWAC of similar strength measured by Best and Polivka (1959) and Van der Wegen and Bijen (1985). Lopez et al (2004) and Wendling et al (2018) MPa.…”
Section: The Effect Of Cnfsmentioning
confidence: 52%
“…cm = 53.0 MPa) fromWendling et al, 2018 NWC (f cm = 55.0 MPa) fromTang et al, 2014 NWC (f cm = 33.6 MPa) fromWegen and Bijen, 1985 NWC (f cm = 34.5 MPa) from Best and Polivka, cm = 67.3 MPa) fromLopez et al, 2004 …”
mentioning
confidence: 99%