BEHAVIOUR OF SINGLE PILE UNDER LATERAL CYCLIC LOAD IN MARINE CLAY

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

BASACK S.; PURKAYASTHA R.D.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2007 | Volume:8 | Issue:4 Page(s): 443-458

Download Full-Text

View:

493

Download:

311

Cites:

Information Journal Paper

Title

BEHAVIOUR OF SINGLE PILE UNDER LATERAL CYCLIC LOAD IN MARINE CLAY

Author(s)

BASACK S. | PURKAYASTHA R.D. | Issue Writer Certificate

Keywords

AMPLITUDE

CYCLIC LOADS

DEGRADATION

FINITE DIFFERENCE METHOD

LATERAL LOADS

MARINE CLAYS

PILE FOUNDATION

Abstract

The subject of PILE FOUNDATION subjected to lateral cyclic load is an age-old problem confronted by Geotechnical Engineers. The environment prevalent in ocean necessitates the piles supporting offshore and onshore structures to be designed against lateral cyclic loading resulting from the effects of sea waves. Such loading induces remarkable deterioration in the interactive performance of the soil-pile system. This can be manifested as significant loss in pile capacity associated with increased pile head deflection. The work reported herein is aimed towards conducting extensive experimental investigation on model pipe pile in marine clay under lateral cyclic loading, subsequently followed by theoretical analysis using finite difference technique. The experimental results are compared with the theoretical results and reasonably good agreement is noted. This paper presents brief description of the experimentation and theoretical analysis carried out with some typical results and the relevant conclusions drawn therefrom.

Cites

No record.

References

No record.

Cite

APA: Copy

BASACK, S., & PURKAYASTHA, R.D.. (2007). BEHAVIOUR OF SINGLE PILE UNDER LATERAL CYCLIC LOAD IN MARINE CLAY. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 8(4), 443-458. SID. https://sid.ir/paper/298739/en

Vancouver: Copy

BASACK S., PURKAYASTHA R.D.. BEHAVIOUR OF SINGLE PILE UNDER LATERAL CYCLIC LOAD IN MARINE CLAY. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2007;8(4):443-458. Available from: https://sid.ir/paper/298739/en

IEEE: Copy

S. BASACK, and R.D. PURKAYASTHA, “BEHAVIOUR OF SINGLE PILE UNDER LATERAL CYCLIC LOAD IN MARINE CLAY,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 8, no. 4, pp. 443–458, 2007, [Online]. Available: https://sid.ir/paper/298739/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops