| Literature DB >> 35550555 |
Zhihao Yang1,2, Yingxin Bi3, Linbing Wang4, Dongwei Cao5,6, Rongxu Li2, Qianqian Li2.
Abstract
Integrated, timely data about pavement structures, materials and performance information are crucial for the continuous improvement and optimization of pavement design by the engineering research community. However, at present, pavement structures, materials and performance information in China are relatively isolated and cannot be integrated and managed. This results in a waste of a large amount of effective information. One of the significant development trends of pavement engineering is to collect, analyze, and manage the knowledge assets of pavement information to realize intelligent decision-making. To address these challenges, a knowledge graph (KG) is adopted, which is a novel and effective knowledge management technology and provides an ideal technical method to realize the integration of information in pavement engineering. First, a neural network model is used based on the principle of deep learning to obtain knowledge. On this basis, the relationship between knowledge is built from siloed databases, data in textual format and networks, and the knowledge base. Second, KG-Pavement is presented, which is a flexible framework that can integrate and ingest heterogeneous pavement engineering data to generate knowledge graphs. Furthermore, the index and unique constraints on attributes for knowledge entities are proposed in KG-Pavement, which can improve the efficiency of internal retrieval in the system. Finally, a pavement information search engine based on a knowledge graph is constructed to realize information interaction and target information matching between a webpage server and graph database. This is the first successful application of knowledge graphs in pavement engineering. This will greatly promote knowledge integration and intelligent decision-making in the domain of pavement engineering.Entities:
Mesh:
Year: 2022 PMID: 35550555 PMCID: PMC9098876 DOI: 10.1038/s41598-022-11604-y
Source DB: PubMed Journal: Sci Rep ISSN: 2045-2322 Impact factor: 4.996
Figure 1The technical route of the article.
Figure 2The Bi-LSTM CRF model and structure of the cells in LSTM.
Figure 3The three-tuple.
The popularity ranking of graph database database management systems in March 2022.
| Rank | Database | Score | ||||
|---|---|---|---|---|---|---|
| Mar. 2022 | Feb. 2022 | Mar. 2021 | Mar. 2022 | Feb. 2022 | Mar. 2021 | |
| 1 | 1 | 1 | Neo4j | 59.67 | + 1.43 | + 7.35 |
| 2 | 2 | 2 | Microsoft Azure Cosmos DB | 40.90 | + 0.94 | + 8.49 |
| 3 | 3 | 3 | ArangoDB | 5.61 | + 0.21 | + 0.55 |
| 4 | 4 | 5 | Virtuoso | 5.57 | + 0.18 | + 2.70 |
| 5 | 5 | 4 | OrientDB | 4.92 | −0.10 | + 0.22 |
| 6 | 7 | 7 | GraphDB | 2.84 | −0.09 | + 0.57 |
| 7 | 6 | 8 | Amazon Neptune | 2.69 | −0.30 | + 0.83 |
| 8 | 8 | 6 | JanusGraph | 2.47 | + 0.11 | + 0.04 |
| 9 | 9 | 11 | TigerGraph | 2.18 | −0.06 | + 0.68 |
| 10 | 10 | 10 | Stardog | 1.90 | −0.08 | + 0.39 |
Figure 4Construction of knowledge graph for pavement information.
The mainly coding examples for constructing knowledge graph.
The mainly coding examples for the methods of optimization.
| Projects | The mainly coding examples |
|---|---|
| Create an index labeled as Pavement | Create index on:Pavement ( ) |
| Use index to query target data | Match (n:Pavement) Using Index n:Pavement Where n.PavementName = ' ' |
| Create attribute unique constraints for the label which is PavementName | Constraint on Create constraint on (p: Pavement) Assert p.PavementName is unique |
| Delete the index | Drop index on:Pavement ( ) |
| Delete the constraint | Drop constraint on ( ) assert p.PavementName is unique |
Figure 5The knowledge graph of pavement information.
Figure 6The framework of search engine.
Figure 7The pavement information search engine based on knowledge graph.
Figure 8The display of pavement information search results.
The relationship between the asphalt pavement structure and the main damage types.
| Structure type | Thickness of asphalt concrete course | The main damage types | The secondary damage type |
|---|---|---|---|
| Semirigid base asphalt pavement | 40–60 mm | Fatigue cracking of semirigid base course, reflection crack of semirigid base course | Deformation of subgrade |
| 60–120 mm | Permanent deformation of asphalt concrete layer, fatigue cracking of semirigid base course, reflection crack of semirigid base course | Reflection crack of semirigid base course | |
| ≥ 120 mm | Fatigue cracking of asphalt concrete course, Permanent deformation of asphalt concrete course | Fatigue cracking of semirigid base course, reflection crack of semirigid base course | |
| Flexible base asphalt pavement | 40–60 mm | Permanent deformation of asphalt concrete layer, permanent deformation of base course | Deformation of subgrade |
| 60–120 mm | Fatigue cracking of asphalt concrete course | Permanent deformation of asphalt concrete layer | |
| ≥ 120 mm | Permanent deformation of asphalt concrete course | Fatigue cracking of asphalt concrete course |