Pile Jetting

Tsinker, Gregory P.

doi:10.1061/(asce)0733-9410(1988)114:3(326)

Cited by 36 publications

(2 citation statements)

References 1 publication

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“…1). Manufacturing technique of largesection bored piles with a "hard core" is similar to manufacturing of large diameter bored piles (Joergensen & Hoang, 2013;Chudley & Greeno, 2008;Tsinker, 1988), but has some specific features.…”

Section: Manufacturing Techniquementioning

confidence: 99%

The manufacturing technique and principles for determining bearing capacity of piles

Aslanov¹

2023

Preprint

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Large section bored piles are widely used in the various kinds of buildings. In the present article the manufacturing technique and principles for determining the bearing capacity of large section bored piles with a “hard core” were considered. Technological parameters of large section bored piles with a “hard core” are given in manufacturing in urban area hear existing buildings, and structures and also in the construction of offshore structures. The data on determination of bearing capacity of single bored piles with a “hard core” are discussed. It was established that these piles bear much larger horizontal and vertical loads, and are the most cost effective than precast and bored piles.

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Section: Manufacturing Techniquementioning

confidence: 99%

The manufacturing technique and principles for determining bearing capacity of piles

Aslanov¹

2023

Preprint

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“…These methods include driving piles into the soil or weak rock by impact, vibratory oscillation, hydraulic pushing or jacking methods, rotating, jetting, or suction techniques and equipment. Hydraulic pile-driving is virtually noiseless and vibration-free, while pile jetting is a time-saving piledriving method (Tsinker 1988). A brief discussion of several types of displacedsoil piles follows.…”

Section: Pinned Foundationsmentioning

confidence: 99%