Chapter
Jul 6, 2017
Evaluation of Durability and Waterproofing Characteristic of Cast-in-Place Piles Using Surfactant Grout at the Field Tests
Authors: Juhyung Lee, Ph.D. [email protected], Jinung Do [email protected], Hakseung Kim, Ph.D. [email protected], and Bonggeun Park, Ph.D. [email protected]Author Affiliations
Publication: Grouting 2017
Abstract
In case of underground construction affected by groundwater, CIP (cast-in-place pile) method is generally used to solve the geohydraulic problem. However, as this method has poor connectivity between piles, an auxiliary cut-off method is required in many cases. In this study, a newly-developed cut-off wall (H-CIP) without auxiliary method, by using surfactant grout (Hi-FA), which improves anti-washout performance and infiltration ability, is introduced and the field applicability of H-CIP method is evaluated. CIP and H-CIP piles were installed under the same ground conditions and field and laboratory tests were conducted to verify the performance, respectively. As a result, a newly-contrived H-CIP method shows higher field performance in terms of cut-off and strength than conventional CIP method.
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Published In
Grouting 2017
Pages: 124 - 132
Copyright
© 2017 American Society of Civil Engineers.
History
Published online: Jul 6, 2017
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Authors
Affiliations
Geotechnical Engineering Research Division, Korea Institute of Civil Engineering and Building Technology, Goyangdae-Ro 283, Goyang-Si, Gyeonggi-Do 10223, Korea. E-mail: [email protected]
Dept. of Civil, Construction and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27606. E-mail: [email protected]
Denver Korea E&C Inc., Hwangsaeul-Ro 325, Seongnam-Si, Gyeonggi-Do 13590, Korea. E-mail: [email protected]
BKGNC Inc., Sadang-Ro 160, Seoul 07030, Korea. E-mail: [email protected]
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