Shear Strength Characteristic of a Course Material Including Glass Beads

Nonami, Satoshi; Kato, Seishiro; Shibata, Yasuhiko; Yoshimori, Hisaki

doi:10.2208/jscej.2004.757_155

Doboku Gakkai Ronbunshu

2004

DOI: 10.2208/jscej.2004.757_155

|View full text |Cite

Shear Strength Characteristic of a Course Material Including Glass Beads

Satoshi Nonami¹,

Seishiro Kato²,

Yasuhiko Shibata³

et al.

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

Supporting

Mentioning

Contrasting

Year Published

2006

2024

Publication Types

Select...

Article4

Relationship

Self Cite0

Independent4

Authors

Journals

Cited by 4 publications

References 10 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

Shear Strength of Unsaturated Sandy Soil With Different Grain Size Distrbution and Different Void Ratio

Sasahara¹,

Minami²

2006

JSCE JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

View full text Add to dashboard Cite

scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.

Contact Info

customersupport@researchsolutions.com

10624 S. Eastern Ave., Ste. A-614

Henderson, NV 89052, USA

This site is protected by reCAPTCHA and the Google Privacy Policy and Terms of Service apply.

Blog Terms and Conditions API Terms Privacy Policy Contact Cookie Preferences Do Not Sell or Share My Personal Information

Made with 💙 for researchers

Part of the Research Solutions Family.

Shear Strength Characteristic of a Course Material Including Glass Beads

Cited by 4 publications

References 10 publications

Shear Strength of Unsaturated Sandy Soil With Different Grain Size Distrbution and Different Void Ratio

Shear Strength of Unsaturated Sandy Soil With Different Grain Size Distrbution and Different Void Ratio

Physical and Mechanical Properties of Reclaimed Soil at Kobe Airport

Failure Criterion for Cohesive Granular Material Like Unsaturated Soil in Three Dimensional Dem Analysis

Contact Info

Product

Resources

About