Numerical investigation on the effect of variation of water level on the stability of soil-cement column reinforced waterway side slope

Li-e, Yan; Yi, Nianping; Zhang, Xingui; Xu, Shengcai

doi:10.18280/ijht.330146

IJHT

2018

DOI: 10.18280/ijht.330146

|View full text |Cite

Numerical investigation on the effect of variation of water level on the stability of soil-cement column reinforced waterway side slope

Yan Li-e¹,

Nianping Yi²,

Xingui Zhang³

et al.

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

Supporting

Mentioning

Contrasting

Year Published

2018

Publication Types

Select...

Article1

Relationship

Self Cite0

Independent1

Authors

Journals

Cited by 1 publication

References 13 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

Model Tests on Characteristic of Suction Caissons in Saturated Fine Sand Under Intermittent Loading

Shi

2018

Polish Maritime Research

View full text Add to dashboard Cite

Suction caissons are often used for the caissons of both offshore oil platforms and offshore wind power projects because of their advantages of simple construction, economical cost, and reusability. In this study, model tests were conducted in sand in order to investigate the effects of the caisson installation method on the penetration depth and the critical suction. Results of the test program showed that the method of changing the frequency of suction during different stages of the process can increase the penetration depth of the caisson. Combining with the deformation of the soil body inside and outside the caisson, the existing method for calculating the critical suction is modified, and the critical suction calculation equation of the discontinuous penetration test is proposed. Based on the test results, the calculation equation of the soil heave height can be more accurate predicted. The analysis results verify that the calculation method and the actual results are in good agreement

show abstract

Model Tests on Characteristic of Suction Caissons in Saturated Fine Sand Under Intermittent Loading

Shi

2018

Polish Maritime Research

View full text Add to dashboard Cite

show abstract

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.

Numerical investigation on the effect of variation of water level on the stability of soil-cement column reinforced waterway side slope

Cited by 1 publication

References 13 publications

Model Tests on Characteristic of Suction Caissons in Saturated Fine Sand Under Intermittent Loading

Model Tests on Characteristic of Suction Caissons in Saturated Fine Sand Under Intermittent Loading

Contact Info

Product

Resources

About