BEARING CAPACITY OF FOOTINGS ON PILE-STABILIZED SLOPES

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.

HAGHBIN M.; GHAZAVI M.

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

Journal Paper

Paper Information

Journal: IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING Year:2013 | Volume:37 | Issue:C2 (CIVIL ENGINEERING) Page(s): 257-269

Download Full-Text

View:

313

Download:

244

Cites:

Information Journal Paper

Title

BEARING CAPACITY OF FOOTINGS ON PILE-STABILIZED SLOPES

Author(s)

HAGHBIN M. | GHAZAVI M. | Issue Writer Certificate

Keywords

SLOPE STABILITY

PASSIVE PILE

FOOTING

BEARING CAPACITY

LIMIT EQUILIBRIUM

Abstract

The present paper reveals the results of an analytical method to calculate the BEARING CAPACITY of a FOOTING supported on one or two rows of piles stabilizing slope. The varied parameters here include pile diameter, pile length, location of pile rows, location of FOOTING relative to the slope crest, foundation width, center to center spacing of piles in a row, and fixity of the pile head. PASSIVE PILE resistance is determined based on normal and shear resistance of the soil surrounding the pile considering plastic deformation of soil between piles. The Pile resistance obtained through the present method is compared with other analytical as well as 3D numerical ones. The results indicate acceptable agreement. The FOOTING BEARING CAPACITY is calculated according to both the LIMIT EQUILIBRIUM SLOPE STABILITY analysis and soil stability beneath the FOOTING. The predicted results were compared with those reported from other experiments and indicated an acceptable agreement with increasing pile spacing. The results indicate that stabilizing the earth slope with rows of piles has a significant effect on the FOOTING of BEARING CAPACITY improvement.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

HAGHBIN, M., & GHAZAVI, M.. (2013). BEARING CAPACITY OF FOOTINGS ON PILE-STABILIZED SLOPES. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, 37(C2 (CIVIL ENGINEERING)), 257-269. SID. https://sid.ir/paper/674097/en

Vancouver: Copy

HAGHBIN M., GHAZAVI M.. BEARING CAPACITY OF FOOTINGS ON PILE-STABILIZED SLOPES. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING[Internet]. 2013;37(C2 (CIVIL ENGINEERING)):257-269. Available from: https://sid.ir/paper/674097/en

IEEE: Copy

M. HAGHBIN, and M. GHAZAVI, “BEARING CAPACITY OF FOOTINGS ON PILE-STABILIZED SLOPES,” IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, vol. 37, no. C2 (CIVIL ENGINEERING), pp. 257–269, 2013, [Online]. Available: https://sid.ir/paper/674097/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops