{"title":"Comprehensive Engineering Consulting Company to Carry out Whole-process Consulting Research","authors":"","doi":"10.23977/jceup.2023.050902","DOIUrl":"https://doi.org/10.23977/jceup.2023.050902","url":null,"abstract":"Whole-process engineering consulting is a very challenging field, which needs to provide professional consulting services at all stages of the project. By carrying out whole-process consulting services, comprehensive engineering consulting companies can effectively solve the problems of separating some links in the preliminary work project and providing important support for the project construction. However, there are still many problems in the specific whole-process consulting work. In this regard, the paper carries on the comprehensive consulting research to the engineering consulting company.","PeriodicalId":144072,"journal":{"name":"Journal of Civil Engineering and Urban Planning","volume":"131 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135700192","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Rural Street Space Renewal Strategy Based on Human-centered Concepts: A Case Study of Shizikou Village, Jinan","authors":"","doi":"10.23977/jceup.2023.050709","DOIUrl":"https://doi.org/10.23977/jceup.2023.050709","url":null,"abstract":"This study takes Jinan's Shizikou Village in China as an example, conducting field investigations and data analyses to explore the necessity and feasibility of rural street space renewal. The primary findings reveal that the functionality of Shizikou Village's streets is suboptimal, with issues such as road damage and insufficient lighting facilities. Based on the survey results, the study propose a rural street space renewal plan grounded in human-centered design principles. Our goal is to create a rural street space that meets the villagers' needs, aligns with local culture, and fosters sustainable development.","PeriodicalId":144072,"journal":{"name":"Journal of Civil Engineering and Urban Planning","volume":"28 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135496965","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Extension AHP-Based Assessment of Safety Risk Levels in Subway Deep Excavation Construction","authors":"","doi":"10.23977/jceup.2023.050807","DOIUrl":"https://doi.org/10.23977/jceup.2023.050807","url":null,"abstract":"Excavation projects in foundation pits are greatly influenced by geological conditions and surrounding environments. The construction process is complex, and apart from the stability of the pits themselves, there are also numerous risk factors. Failure to assess and prevent potential risks in foundation pits can result in severe consequences if accidents occur. This paper presents a method that combines the Analytic Hierarchy Process (AHP) with the theory of extenics to evaluate the safety risk levels in excavation construction of foundation pits. By establishing an extenics model and conducting relevance calculations, the safety risk levels in excavation construction of foundation pits are determined. Furthermore, based on actual engineering cases, the feasibility of the proposed model is demonstrated by comparing the results with the actual situations. The method presented in this paper effectively evaluates the magnitude of safety risks in excavation construction of foundation pits, thereby achieving the goal of guiding practical engineering projects.","PeriodicalId":144072,"journal":{"name":"Journal of Civil Engineering and Urban Planning","volume":"22 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135497507","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"The Application of BIM and RFID Technology in Building Engineering Informatization Based on IPD Mode","authors":"","doi":"10.23977/jceup.2023.050901","DOIUrl":"https://doi.org/10.23977/jceup.2023.050901","url":null,"abstract":"This paper expounds the IPD mode, namely the integrated project delivery mode, BIM model and RFID technology, studies, analyses and discusses the integration and application of BIM and RFID technology from the perspective of the value of IPD mode, and studies the effect and actual benefit of the integration of BIM and RFID technology in construction project management through the application of engineering practice cases, the application of the combination of BIM and RFID technology in construction site personnel management and intelligent building construction is analysed and discussed in detail. The integration of BIM and RFID technology is an important guarantee for the implementation of intelligent building project management and an inevitable trend for the development of intelligent buildings and smart cities. Through the theoretical research and engineering practice of this paper, it is expected to provide reference and reference for the engineering management of the construction industry in china, and promote the level and status of the construction industry as the pillar industry of national economic development.","PeriodicalId":144072,"journal":{"name":"Journal of Civil Engineering and Urban Planning","volume":"86 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135652627","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Analysis of prefabricated building system on construction quality and efficiency","authors":"","doi":"10.23977/jceup.2023.050906","DOIUrl":"https://doi.org/10.23977/jceup.2023.050906","url":null,"abstract":"This paper discusses the overview of the prefabricated building system, the impact on the quality and efficiency of construction engineering, and the future development trends. Firstly, the basic concepts and characteristics of prefabricated buildings are introduced, and its development process is reviewed. Then the classification and characteristics of prefabricated building system are classified and analyzed. The influence of prefabricated buildings on the quality of construction projects is mainly studied. The influence of prefabricated buildings on the efficiency of construction engineering and the advantages of resource conservation are discussed. The application and effect of prefabricated building are verified through practical case analysis. The advantages and challenges of prefabricated building system are summarized, and the technologies and strategies to meet the challenges are proposed. The development trend of prefabricated buildings in the future is discussed. Through the research of this paper, we can better understand the advantages and challenges of prefabricated building system, and provide reference and reference for the future development.","PeriodicalId":144072,"journal":{"name":"Journal of Civil Engineering and Urban Planning","volume":"61 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135009174","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Inferred Geological Data and Stability Analysis of Tunnel Surrounding Rock by Drilling and Blasting Method Based on Digital Twin","authors":"","doi":"10.23977/jceup.2023.051002","DOIUrl":"https://doi.org/10.23977/jceup.2023.051002","url":null,"abstract":"Digital twin technology is commonly applied in tunnel engineering to manage and design mechanical and electrical equipment. However, the geological data of the tunnel surrounding rock during construction can also be inferred using digital twin models, providing a reference for tunnel construction and stability analysis. First, the structural information of the tunnel face is obtained through 3D laser scanning and point cloud analysis, establishing a digital twin model of the tunnel face. Then, an intelligent classification model of the rock mass is established by combining the collected prior information of the rock mass with Bayesian networks and junction tree algorithms. Formulas are developed to correlate the rock mass deformation modulus with the classification standard GSI, RMR, and BQ. The deformation modulus of the rock mass is inferred based on the measured field information and empirical data using Bayesian inference combined with Markov Chain Monte Carlo simulation, achieving a posterior probability distribution. Finally, this method is applied to the Dongpo Tunnel of the Taihang Expressway, with an accuracy rate of over 85% for rock mass classification. The inferred parameters of the rock mass deformation modulus are obtained using the prior information provided by the rock mass classification. Finite element modelling is conducted based on the inferred geological information, preliminarily establishing that the stability of the surrounding rock mass in the Dongpo Tunnel is relatively good.","PeriodicalId":144072,"journal":{"name":"Journal of Civil Engineering and Urban Planning","volume":"31 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135262211","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Research on the Space Design Strategy of Pension Buildings Based on the Internet of Things Technology","authors":"","doi":"10.23977/jceup.2023.050810","DOIUrl":"https://doi.org/10.23977/jceup.2023.050810","url":null,"abstract":"With the advent of population aging, the demand for space of old-age buildings is increasing. Compared with other developed countries, the current situation of aging buildings in China is in urgent need of improvement. Facing the rapid development of emerging technologies such as the Internet of Things and big data, it also brings new opportunities to the space design of old-age buildings. This paper explores the new directions and new means of the space design strategy of pension buildings with the support of the Internet of Things technology, and creates intelligent space in the interior, so that the elderly can also experience the life happiness brought by intelligent design.","PeriodicalId":144072,"journal":{"name":"Journal of Civil Engineering and Urban Planning","volume":"4 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135497224","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Analysis of Uneven Settlement and Deformation of the Existing Railway under the Condition of Mined-out Area after Mining","authors":"","doi":"10.23977/jceup.2023.050809","DOIUrl":"https://doi.org/10.23977/jceup.2023.050809","url":null,"abstract":"Due to the railway construction being ahead and the mining work being behind, it is inevitable for some mining areas to pass under the railway. However, at present, for the mining work face passes across under the railway there is a lack of research and evaluation on the deformation of the existing railway roadbed after the upper strata of the goaf were reinforced and repaired. Based on the deformation monitoring of roadbed after the 5301 mining face passed under the section form milepost DK1 290 to milepost DK2 755 of Gucheng Special Railway, the variation law of the uneven deformation of the existing railway roadbed on the goaf was studied. The research results indicated that the deformation in the transition area and the stable area of the existing railway roadbed was very small, while the subgrade deformation of the existing railway above the goaf was relatively large, and the maximum vertical displacement of railway subgrade was 7.8 cm within 3 months. According to the analysis of monitoring data, the deformation distribution law of existing railway subgrade above goaf was in shape of \"V\".","PeriodicalId":144072,"journal":{"name":"Journal of Civil Engineering and Urban Planning","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135497227","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Construction Technology of Deep Foundation Pit around Existing Subway Project","authors":"","doi":"10.23977/jceup.2023.050806","DOIUrl":"https://doi.org/10.23977/jceup.2023.050806","url":null,"abstract":"The project of Cowin City Plaza is adjacent to the existing Metro Line 2, and the basement floor is connected to the existing Metro Line 2 station hall floor, and the supporting structures on both sides of the connection port need to be connected with the original subway support structure; However, in the early stage of design, due to the lack of completion drawing data of the subway structure, some parts may be inaccurate, which increases the construction difficulty of the handover location, in order to ensure the protection of the subway structure during construction. To prevent disturbance of the existing subway structure due to the construction of the deep foundation pit, the project studies the foundation pit support construction at the subway junction location, conducts field surveys, communicates with the design in advance, optimizes the support structure at the connection port, and adjusts the original pile to high-pressure rotary blast pile to avoid greater disturbance to the existing subway structure during large-scale mechanical construction.","PeriodicalId":144072,"journal":{"name":"Journal of Civil Engineering and Urban Planning","volume":"11 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135497233","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Architectural Form Generating Based on the Alternate Phyllotaxis Algorithm","authors":"","doi":"10.23977/jceup.2023.050904","DOIUrl":"https://doi.org/10.23977/jceup.2023.050904","url":null,"abstract":"Algorithm is the core of architectural form generating in parametric design. In this paper, the alternate phyllotaxis is studied and applied to the generation of architectural form. Firstly, based on the morphology of phyllotaxis, the principle is analysed, and then the characteristics of form generating are summarized in use of the digital diagram method. Secondly, the secondary develop has been done to Rhinoceros in use of the Xamarin to implement the algorithm. In the end, the algorithm is applied in the architectural prototype design. By comparing the prototypes of architectural design, the influence of each parameter on form generating is understood more intuitively. The accuracy and efficiency of the algorithm are improved through the secondary development of software. The alternate phyllotaxis algorithm can generate three-dimensional curves and produce varied and complex forms, which has great potential to generate and optimize architectural forms.","PeriodicalId":144072,"journal":{"name":"Journal of Civil Engineering and Urban Planning","volume":"43 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135844763","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}