Piled rafts in overconsolidated clay: comparison of <i>in situ</i> measurements and numerical analyses

Reul, Oliver; Randolph, Mark

doi:10.1680/geot.2003.53.3.301

Cited by 111 publications

(45 citation statements)

References 9 publications

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“…Through laboratory tests, the amount of water reducing retarder is determined by 8.4 kg/m 3 . [5] Through indoor test and mixing station for verification, the concrete mix proportion design will be determined after repeating test match, as shown in Table 1 below.…”

Section: Construction Difficulties Of Large Volume Concrete Constmentioning

confidence: 99%

Construction of Large Volume Concrete for the Raft foundation of the Basement

Wang¹,

Wang²

2016

Advances in Computer Science Research

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Abstract-This paper analyzes the construction technology of large volume concrete for the raft foundation of the basement with engineering examples. In view of the difficulties in the construction of raft foundation, the design of concrete mix proportion, the temperature of the concrete into the mold, the concrete pouring and maintenance of concrete are discussed, which provides a theoretical basis for the construction of mass concrete.

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Section: Construction Difficulties Of Large Volume Concrete Constmentioning

confidence: 99%

Construction of Large Volume Concrete for the Raft foundation of the Basement

Wang¹,

Wang²

2016

Advances in Computer Science Research

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“…Software Based Analysis Reul and Randolph [21,29] presented a three-dimensional elasto-plastic finite element method for the analyses of piled-raft foundations. The analysis was implemented by finite-element based software code ABAQUS.…”

Section: Cmentioning

confidence: 99%

A Review on Different Approaches of Piled Raft Analysis

Deka¹

2014

IJIRSET

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ABSTRACT:A raft foundation that supported by piles is proved to be an economical foundation system, if the bearing capacity of the raft is adequate to withstand the loads from superstructure. Then the piles located strategically to support the raft can reduce the both overall and differential settlement of the foundation system. In this paper, different approaches for the analysis of piled raft foundations forwarded by different researchers from time to time are reviewed and their capabilities and limitations are also discussed. Some of the approaches are useful only for preliminary design, while others are useful for detailed design.

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“…Seitdem der Messeturm gebaut wurde, hatten viele Autoren sein Verhalten untersucht. Einige von ihnen sind Sommer [17], Sommer/Katzenbach [18], Thaher [20], Sommer/Tamaro/DeBenedittis [19], EL-Mossallamy [12], Katzenbach/Arslan/ Moormann [9], Reul/Randolf [15] und Chow/Small [4].…”

Section: Formulierung Der Bodengleichungenunclassified