RELIABLE DEPTH TO FULLY MOBILIZE THE END BEARING CAPACITY OF DRILLED SHAFTS IN LAYERED SOILS: THE CASE OF SAND OVERLYING 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.

AHMADI M.M.

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

Journal Paper

Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2009 | Volume:41 | Issue:1 Page(s): 65-73

Download Full-Text

Persian Verion

View:

824

Download:

Cites:

Information Journal Paper

Title

RELIABLE DEPTH TO FULLY MOBILIZE THE END BEARING CAPACITY OF DRILLED SHAFTS IN LAYERED SOILS: THE CASE OF SAND OVERLYING CLAY

Author(s)

AHMADI M.M. | Issue Writer Certificate

Keywords

LAYERED SOILSQ3

CLAYQ3

DRIL1ED SHAFTSQ3

END BEARING CAPACITYQ3

SANDQ2

NUMERICAL MODELINGQ1

Abstract

In this paper, a modeling procedure is carried out to numerically investigate the END BEARING CAPACITY of drilled shafts in LAYERED SOILS. For the case of SAND overlying CLAY, the reliable depth for full mobilization of the END BEARING CAPACITY of drilled shafts is also discussed. The modeling procedure in homogenous soil and the constitutive law are first described. The modeling procedure in LAYERED SOILS is explained next. Numerical analyses show that when the pile tip is located in the SAND and close to the CLAY layer below, the distance that pile tip senses the presence of the CLAY layer depends on the ratio of the fully mobilized END BEARING CAPACITY of CLAY to the fully mobilized END BEARING CAPACITY of SAND. Finally, numerical results are compared with experimental data suggested by other researchers.

Cites

No record.

References

No record.

Cite

APA: Copy

AHMADI, M.M.,. (2009). RELIABLE DEPTH TO FULLY MOBILIZE THE END BEARING CAPACITY OF DRILLED SHAFTS IN LAYERED SOILS: THE CASE OF SAND OVERLYING CLAY. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 41(1), 65-73. SID. https://sid.ir/paper/165654/en

Vancouver: Copy

AHMADI M.M.. RELIABLE DEPTH TO FULLY MOBILIZE THE END BEARING CAPACITY OF DRILLED SHAFTS IN LAYERED SOILS: THE CASE OF SAND OVERLYING CLAY. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2009;41(1):65-73. Available from: https://sid.ir/paper/165654/en

IEEE: Copy

M.M. AHMADI, an, “RELIABLE DEPTH TO FULLY MOBILIZE THE END BEARING CAPACITY OF DRILLED SHAFTS IN LAYERED SOILS: THE CASE OF SAND OVERLYING CLAY,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 41, no. 1, pp. 65–73, 2009, [Online]. Available: https://sid.ir/paper/165654/en

Related Journal Papers