The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
Sep. 19, 2017

Filed:

Aug. 08, 2013
Applicant:

International Business Machines Corporation, Armonk, NY (US);

Inventors:

Debarun Bhattacharjya, Ossing, NY (US);

Arun Hampapur, Norwalk, CT (US);

Qing He, Ossining, NY (US);

Hongfei Li, Briarcliff Manor, NY (US);

Dhaivat P. Parikh, Plano, TX (US);

Attorneys:
Primary Examiner:
Assistant Examiner:
Int. Cl.
CPC ...
B61K 9/08 (2006.01); G06Q 10/06 (2012.01); G06F 17/50 (2006.01); B61L 23/04 (2006.01); B61L 27/00 (2006.01);
U.S. Cl.
CPC ...
B61K 9/08 (2013.01); B61L 23/042 (2013.01); B61L 27/0055 (2013.01); B61L 27/0088 (2013.01); G06F 17/5009 (2013.01); G06Q 10/06 (2013.01); G06Q 10/0635 (2013.01);
Abstract

Geo-defect repair modeling is provided. A method includes logically dividing a railroad network according to spatial and temporal dimensions with respect to historical data collected. The spatial dimensions include line segments of a specified length and the temporal dimensions include inspection run data for inspections performed for each of the line segments over a period of time. The method also includes creating a track deterioration model from the historical data, identifying geo-defects occurring at each inspection run from the track deterioration model, calculating a track deterioration condition from the track deterioration model by analyzing quantified changes in the geo-defects measured at each inspection run, and calculating a derailment risk based on track conditions determined from the inspection run data and the track deterioration condition. The method further includes determining a repair decision for each of the geo-defects based on the derailment risk and costs associated with previous comparable repairs.


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