Chapter
Apr 26, 2012
Field Studies on Effect of Jacked Pile on Adjacent Buildings and Roads in Clay
Authors: Z. Y. Luo [email protected] and Geotechnical Engineering Institute, Zhejiang University of Science and Technology, 85 Xueyuan Road, Hangzhou 310012, People's Republic of China and Institute of Geotechnical Engineering, Zhejiang University, 20 Zheda Road, Hangzhou 310027, People's Republic of China, X. R. Zhu, and L. F. WangAuthor Affiliations
Publication: Foundation Analysis and Design: Innovative Methods
Abstract
When jacked piles are installed, horizontal and vertical movements develop in the soil surrounding the piles. These movements will tend to develop the displacement in adjacent buildings and roads that have already been built. This paper presents a synthesis of the field measurements obtained in a series of pile installations. The field test was preformed at the HaiYan city in China. The test project included lateral ground deformation, vertical surface displacement, soil excess pore pressure and displacement of adjacent buildings and roads induced by jacked piles. For the project, some measures such as prebored hole and groove were taken in order to decrease the compacting effects on buildings and roads in the vicinity. The results show that the prebored holes and groove to relax stress were effective measures against the compacting effects of pile installation.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2006 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
ASCE Technical Topics:
- Buildings
- Clays
- Construction engineering
- Construction methods
- Continuum mechanics
- Displacement (mechanics)
- Engineering fundamentals
- Engineering mechanics
- Field tests
- Foundations
- Geomechanics
- Geotechnical engineering
- Highway and road management
- Highway transportation
- Highways and roads
- Infrastructure
- Jacking
- Pile foundations
- Piles
- Soil mechanics
- Soils (by type)
- Solid mechanics
- Structural engineering
- Structural mechanics
- Structures (by type)
- Tests (by type)
- Transportation engineering
Authors
Affiliations
Ningbo Institute of Technology, Zhejiang University, 1 Qianghu Road, Ning bo 315100, People's Republic of China. E-mail: [email protected] and Geotechnical Engineering Institute, Zhejiang University of Science and Technology, 85 Xueyuan Road, Hangzhou 310012, People's Republic of China and Institute of Geotechnical Engineering, Zhejiang University, 20 Zheda Road, Hangzhou 310027, People's Republic of China
X. R. Zhu
Ningbo Institute of Technology, Zhejiang University, 1 Qianghu Road, Ning bo 315100, People's Republic of China and Institute of Geotechnical Engineering, Zhejiang University, 20 Zheda Road, Hangzhou 310027, People's Republic of China
L. F. Wang
Geotechnical Engineering Institute, Zhejiang University of Science and Technology, 85 Xueyuan Road, Hangzhou 310012, People's Republic of China
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.