Thikra Dawood

Dr. Thikra Dawood

Purdue University, W. Lafayette, IN 47907, USA
orcid

Research Focus & Metrics

Academic Career Length

12Years (2015-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 September 2017 in Automation in Construction
Verified
Journal Article
Closed access
Thikra DawoodThikra Dawood
Thikra Dawood
Zhenhua ZhuZhenhua Zhu
Zhenhua Zhu
Tarek ZayedTarek Zayed
Tarek Zayed

1 August 2017 in Automation in Construction
Verified
Journal Article
Closed access
MAMona Abouhamad
Mona Abouhamad
Thikra DawoodThikra Dawood
Thikra Dawood
AJAhmad Jabri
Ahmad Jabri
Mohammed AlsharqawiMohammed Alsharqawi
Mohammed Alsharqawi
Tarek ZayedTarek Zayed
Tarek Zayed

1 December 2020 in Automation in Construction
Verified
Journal Article
Closed access
Thikra DawoodThikra Dawood
Thikra Dawood
EEEmad Elwakil
Emad Elwakil
Hector Mayol NovoaHector Mayol Novoa
Hector Mayol Novoa
JDJosé Fernando Gárate Delgado
José Fernando Gárate Delgado

1 October 2020 in Canadian Journal of Civil Engineering
Verified
Journal Article
Closed access
Thikra DawoodThikra Dawood
Thikra Dawood
EEEmad Elwakil
Emad Elwakil
Hector Mayol NovoaHector Mayol Novoa
Hector Mayol Novoa
JDJosé Fernando Gárate Delgado
José Fernando Gárate Delgado
This review paper presents the current state-of-the-art pertains to water pipe failure prediction and risk assessment, published in the last ten years (2009–2019). This paper has been motivated by the lack of comprehensive review articles that integrates water network failure and risk modeling. Some of the current practices reviewed the pipe condition and its failure. Others focused on the statistical prediction models, whereas the rest outlined failure prediction models of large diameter mains only. The mainstream of the current practice, highlighted in this paper characterizes the structural deterioration and failure rates using various statistical techniques, whereas the remainder of research covers a proliferation of machine learning and soft computing applications to forecast and model the pipeline risk of failure. The review offers descriptions of the models together with their proposed methodologies, algorithms and equations, contributions and drawbacks, comparisons and critiques, and types of data used to develop the models using the bibliographic review method. Finally, future work and research challenges are recommended to assist the civil engineering research community in setting a clear agenda for the upcoming research.

1 September 2020 in Tunnelling and Underground Space Technology
Verified
Journal Article
Closed access
Thikra DawoodThikra Dawood
Thikra Dawood
ZZZhenhua Zhu
Zhenhua Zhu
Tarek ZayedTarek Zayed
Tarek Zayed

1 March 2018 in Journal of Computing in Civil Engineering
Verified
Journal Article
Closed access
Thikra DawoodThikra Dawood
Thikra Dawood
Zhenhua ZhuZhenhua Zhu
Zhenhua Zhu
Tarek ZayedTarek Zayed
Tarek Zayed
Moisture marks (wet areas) are significant defects that may develop on the surfaces of subway structures as a result of water leakage through soil. The detection and assessment of moisture marks are predominantly conducted on the basis of visual inspection (VI) methods, which are known to be costly, labor-intensive, and error-prone. The objective of this paper is to develop an integrated model based on image processing techniques and artificial intelligence to automate consistent moisture marks detection and numerical representation of the distress in subway networks. The integrated model comprises sequential processors that automatically detect moisture marks on concrete surfaces, and artificial neural networks (ANNs) for moisture marks identification and quantification. First, red-green-blue (RGB) images are preprocessed by means of spatial domain filters to denoise the image and enhance the crucial clues associated with moisture marks. Second, a moisture detector is streamlined with a set of morphological algorithms to detect wet areas. Third, the area percentage and severity of moisture marks are measured using the ANN model in conjunction with cross-entropy optimization function. The integrated model was validated through 165 images. Regarding the moisture marks detection algorithm, the recall, precision, and accuracy attained were 93.2, 96.1, and 91.5%, respectively. The mean and standard deviation of error percentage in moisture marks region extraction were 12.2 and 7.9%, respectively. Also, the ANN model was able to satisfactorily quantify the moisture marks area with an average validity of 96%. The integrated model is a decision support tool, expected to assist infrastructure managers and civil engineers in their future plans and decision making.