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Original Articles

A fuzzy set approach for pavement damage assessments

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Pages 37-47 | Published online: 20 Sep 2007

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Mohamed Marzouk & Ahmed Osama. (2015) Fuzzy approach for optimum replacement time of mixed infrastructures. Civil Engineering and Environmental Systems 32:3, pages 269-280.
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YUNG-CHING SHEN & DIMITRIA. GRJVAS. (1993) A DATABASE SYSTEM FOR PAVEMENT CONDITION EVALUATION. Civil Engineering Systems 10:2, pages 105-122.
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Articles from other publishers (9)

Mian Zhang, Xin Jiang & Yanjun Qiu. (2023) Influence of Nonlinear Analysis Technology on Damage Analysis of Asphalt Pavement Structure. The Baltic Journal of Road and Bridge Engineering 18:3, pages 1-26.
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Shaopei LinShaopei Lin. 2022. Fuzzy-AI Model and Big Data Exploration. Fuzzy-AI Model and Big Data Exploration 207 243 .
Chengyuan Mao, Yiming Bie, Yulong Pei & Weiwei Qi. (2015) Research on Safety and Static-Dynamic Legibility of Distressed Pavement. Discrete Dynamics in Nature and Society 2015, pages 1-7.
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Gopal MitraKamal Kant JainBishwajit Bhattacharjee. (2010) Condition Assessment of Corrosion-Distressed Reinforced Concrete Buildings Using Fuzzy Logic. Journal of Performance of Constructed Facilities 24:6, pages 562-570.
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Ozren Despic & Slobodan P. Simonovic. (2000) Aggregation operators for soft decision making in water resources. Fuzzy Sets and Systems 115:1, pages 11-33.
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Yung-Ching ShenDimitri A. Grivas. (1996) Decision-Support System for Infrastructure Preservation. Journal of Computing in Civil Engineering 10:1, pages 40-49.
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Alan D. Russell & Aminah Fayek. (1994) Automated Corrective Action Selection Assistant. Journal of Construction Engineering and Management 120:1, pages 11-33.
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Yongyuan Yin & Keith W. Hipel. 1994. Stochastic and Statistical Methods in Hydrology and Environmental Engineering. Stochastic and Statistical Methods in Hydrology and Environmental Engineering 221 244 .
Yung‐Ching Shen & Dimitri A. Grivas. (1993) Use of Knowledge Graphs to Formalize Decisions in Preserving Pavements. Journal of Computing in Civil Engineering 7:4, pages 475-494.
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