Chapter
Apr 26, 2012
Effectiveness of Toe-Grouting for Deep-Seated Bored Piles in Bangkok Subsoil
Publication: GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems
Abstract
A comprehensive study on the effectiveness of two different toe-grouting methods, known as tube-â-manchette and drill-and-grout, commonly applied for deep-seated bored piles in Bangkok is presented in this paper. Mobilized unit end bearing of bored piles constructed by two toe-grouting methods are compared. The problems encountered in practical application of different methods for large diameter deep seated bored piles are highlighted. Despite considerable extra cost, various construction problems encountered and risks involved in successful execution of grouting, drill-and-grout method does not offer particular advantage over tube-â-manchette method as far as pile capacity improvement is concerned.
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GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems
Pages: 561 - 572
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© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Narong Thasnanipan
Managing Director, SEAFCO Company Limited, Bangkok, Thailand
Zaw Zaw Aye
Project Manager, SEAFCO Company Limited, Bangkok, Thailand
Chanchai Submaneewong
Geotechnical Engineer, SEAFCO Company Limited, Bangkok, Thailand
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