RELIABILITY MEASURES FOR CONSOLIDATION SETTLEMENT BY MEANS OF CPT DATA

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.

PISHGAH P.; JAMSHIDI CHENARI R.

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

Journal Paper

Paper Information

Journal: INTERNATIONAL JOURNAL OF CIVIL ENGINEERING Year:2014 | Volume:12 | Issue:2 (TRANSACTION B: GEOTECHNICAL ENGINEERING) Page(s): 180-185

Download Full-Text

View:

445

Download:

458

Cites:

Information Journal Paper

Title

RELIABILITY MEASURES FOR CONSOLIDATION SETTLEMENT BY MEANS OF CPT DATA

Author(s)

PISHGAH P. | JAMSHIDI CHENARI R. | Issue Writer Certificate

Keywords

RELIABILITY

SETTLEMENT

CONSOLIDATION

CPT

MONTE CARLO SIMULATION BESTS

Abstract

In this technical note, a methodology is introduced for RELIABILITY calculation of CONSOLIDATION SETTLEMENT based on cone penetration test (CPT) data. The present study considers inherent soil variability which influences CONSOLIDATION SETTLEMENTs results. To proceed RELIABILITY analysis, the measured data of a sample corrected cone tip resistance (qt) is detrended using a quadratic trend and the residuals are assumed to be log normally distributed random field. Realizations of qt is generated by using spatial variability of residuals including standard deviation and the scale of fluctuation. The quadratic trend and the generated residuals are then combined to correlate shear and bulk modulus as input CONSOLIDATION properties for coupled analysis and subsequently CONSOLIDATION SETTLEMENT was calculated by using finite difference method adopted in Monte Carlo simulations. The results of RELIABILITY analysis are presented describing the range of possible SETTLEMENTs by considering characteristics of uncertainties involved at the particular site. Number of realizations rendering SETTLEMENTs smaller than the allowable SETTLEMENT must be such that guarantee proper performance or acceptable RELIABILITY index.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

PISHGAH, P., & JAMSHIDI CHENARI, R.. (2014). RELIABILITY MEASURES FOR CONSOLIDATION SETTLEMENT BY MEANS OF CPT DATA. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 12(2 (TRANSACTION B: GEOTECHNICAL ENGINEERING)), 180-185. SID. https://sid.ir/paper/271915/en

Vancouver: Copy

PISHGAH P., JAMSHIDI CHENARI R.. RELIABILITY MEASURES FOR CONSOLIDATION SETTLEMENT BY MEANS OF CPT DATA. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING[Internet]. 2014;12(2 (TRANSACTION B: GEOTECHNICAL ENGINEERING)):180-185. Available from: https://sid.ir/paper/271915/en

IEEE: Copy

P. PISHGAH, and R. JAMSHIDI CHENARI, “RELIABILITY MEASURES FOR CONSOLIDATION SETTLEMENT BY MEANS OF CPT DATA,” INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, vol. 12, no. 2 (TRANSACTION B: GEOTECHNICAL ENGINEERING), pp. 180–185, 2014, [Online]. Available: https://sid.ir/paper/271915/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops