Chapter
Apr 26, 2012
Shear Strength Reduction at Soil Structure Interface
Authors: B. Tiwari, Ph.D., B. Ajmera, and G. KayaAuthor Affiliations
Publication: GeoFlorida 2010: Advances in Analysis, Modeling & Design
Abstract
Shear strength of soil-structure interface is very important while designing structures pertinent to geotechnical engineering that include but not limited to design of shallow foundation, pile, retaining wall, and sheet pile. Although the interface shear strength is very important, designers use empirical values while designing such structures. There are numerous literatures available regarding the numerically simulated values of interface shear strength. However, very few researches have been done lately on the interface resistance of different types of soil and structure. Different soil specimens were tested in a multiple-reversal direct shear device to measure the shearing resistance of soil-concrete, soil-wood, and soil-steel interface. The types of soil included in the research were SP, SW, SM, SP-SM, MH, ML, and CL, based on the USCS system. The result shows that skin resistance of soil-structure interface depends on the surface material of the structure and the type of soil. The behavior of dry soil differs from that of saturated soil.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
Authors
Affiliations
B. Tiwari, Ph.D.
M.ASCE
Civil and Environmental Engineering Department, California State University, Fullerton, 800 N State College Blvd. E-419, Fullerton, CA 92834
B. Ajmera
Civil and Environmental Engineering Department, California State University, Fullerton, 800 N State College Blvd. E-419, Fullerton, CA 92834
G. Kaya
MTK, 16795 Von Karman Avenue Suite 205, Irvine, CA 92606
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.