HBRC JournalPub Date : 2022-08-02DOI: 10.1080/16874048.2022.2106063
M. Elmashad, Salwa Yassin, Mona Afifi
{"title":"Characterization of rock formation at Toshka fourth depression – Egypt","authors":"M. Elmashad, Salwa Yassin, Mona Afifi","doi":"10.1080/16874048.2022.2106063","DOIUrl":"https://doi.org/10.1080/16874048.2022.2106063","url":null,"abstract":"ABSTRACT Recently, the Egyptian south valley has been considered as one of the most promising developments for the mega projects such as power stations, roads and bridges. Fresh water channels were extended through to transfer water from Nasser Lake to the irrigated land in the western desert in order to save the groundwater storage for the later usage. Rock formations generally represent a great challenge in civil engineering due to their wide spatial variability, whether vertically or horizontally. This paper presents the results of a geotechnical study that was carried out across the Toshka fourth depression, Egypt. The study comprises a comprehensive investigation programme in the field and complemented with laboratory testing programme to evaluate the physical and mechanical rock properties. The geotechnical investigation included executing boreholes with a depth up to 100 m; core and bulk samples were extracted and recovered. Moreover, an extensive laboratory testing programme was conducted on the samples. Additionally, Rock Mass Rating System was used to identify the rock mass properties, considering the effect of discontinuities planes, layers joint roughness conditions, slaking rate and in addition to the effect of wetting and drying on Rock Mass strength parameters. The results indicated that the geological formation generally composed of limestone intercalated with layers of silty claystone or clayey siltstone. The results of this study cover, among others, rock mass strength properties that should be considered as a design parameters or regarded as guidelines for the design of any future development in the region.","PeriodicalId":31454,"journal":{"name":"HBRC Journal","volume":"18 1","pages":"123 - 139"},"PeriodicalIF":0.0,"publicationDate":"2022-08-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44226323","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}
HBRC JournalPub Date : 2022-07-26DOI: 10.1080/16874048.2022.2097363
Ahmed M. El-Hanafy, Samiha E. Alharthy, A. Anwar
{"title":"Behavior of Concrete Slabs Reinforced by Different Geosynthetic Materials","authors":"Ahmed M. El-Hanafy, Samiha E. Alharthy, A. Anwar","doi":"10.1080/16874048.2022.2097363","DOIUrl":"https://doi.org/10.1080/16874048.2022.2097363","url":null,"abstract":"ABSTRACT This research aims to examine experimentally the behavior of concrete slabs reinforced by different geosynthetic materials, which would help in assessing the utilization of geogrids and fibers for concrete structures. Therefore, three different geogrid sorts and polypropylene fibers were used in reinforcing concrete slabs. Six concrete slab specimens having dimensions of 1000 × 1000 x 100 mm (Plain, steel, fiber and geogrid reinforced concrete slabs) were fabricated and tested under a static bending load. The stress-strain, mid span deflection, crack pattern, and failure mechanism of the slabs were recorded during loading. Experimental results of this study prove that reinforcement using geosynthetic improved the load-carrying capacity, displacement, flexural strength, and delayed the collapse failure of concrete slabs except Geocell reinforcement as it reduces failure load compared to plain concrete slab due to debonding failure.","PeriodicalId":31454,"journal":{"name":"HBRC Journal","volume":"18 1","pages":"107 - 121"},"PeriodicalIF":0.0,"publicationDate":"2022-07-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47338009","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}
HBRC JournalPub Date : 2022-06-23DOI: 10.1080/16874048.2022.2086779
Nouran A. Gad, M. Abdel-Monem, K. El-Dash, Mohamed Abdel-Hamid
{"title":"Modeling financial risk contributes to construction projects; case study of expansion food industries","authors":"Nouran A. Gad, M. Abdel-Monem, K. El-Dash, Mohamed Abdel-Hamid","doi":"10.1080/16874048.2022.2086779","DOIUrl":"https://doi.org/10.1080/16874048.2022.2086779","url":null,"abstract":"ABSTRACT The allocation of financial risks among project stakeholders is an important decision affecting the project success after the unexpected political and economic changes took place in Egypt and changes from 2011-2016. Some financial risks in a project are uncontrollable and impacted project stakeholders. Therefore, the research focuses on the know -how of applying modelling financial risk management from different perspectives. This paper presents FRAM is a dynamic model to identify and assess financial factors of risks with reference to project stakeholders; an owner/developer , contractor, financial agencies/ banks and project management companies before construction phase takes place using multi analysis tools.","PeriodicalId":31454,"journal":{"name":"HBRC Journal","volume":"18 1","pages":"85 - 106"},"PeriodicalIF":0.0,"publicationDate":"2022-06-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45332984","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}
HBRC JournalPub Date : 2022-01-31DOI: 10.1080/16874048.2021.2019447
M. A. Abdel Wahed, Tarek Saeed Ismail
{"title":"An online system for issuing buildings permits in light of e-government in Egypt","authors":"M. A. Abdel Wahed, Tarek Saeed Ismail","doi":"10.1080/16874048.2021.2019447","DOIUrl":"https://doi.org/10.1080/16874048.2021.2019447","url":null,"abstract":"ABSTRACT A building permit is the green light in housing development projects, without the permit issued from the local authority, no construction can legally take place. The process of issuing buildings permits is complex and faces many problems and difficulties. The current permitting system in Egypt is a traditional manual system, resulting in a set of consequences such as loss of time, the possibility of human error, the possibility of losing permit papers, and other consequences. Therefore, the presence of an electronic online system capable of applying and submitting the permit requirements will be necessary to facilitate the work of the local authorities’ employees, as well as to facilitate the process of obtaining building permits for the citizens. The electronic online permitting system speeds up the building permit process for individuals, contractors, employees, and plan reviewers. This system changes the way governments provide services to the community by speeding the process for the citizens and providing better and more timely information to the local authority’s staff, decision-makers, and city officials. The objective of this paper is to develop a conceptual framework for an electronic online system for issuing building permits in the Egyptian context regarding its laws and regulations to support citizens and local authority’s staff in issuing buildings permits. It also discusses the organizations involved in issuing buildings permits, their responsibilities and the requirements and data needed for the online system.","PeriodicalId":31454,"journal":{"name":"HBRC Journal","volume":"18 1","pages":"53 - 72"},"PeriodicalIF":0.0,"publicationDate":"2022-01-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42309815","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}
HBRC JournalPub Date : 2022-01-27DOI: 10.1080/16874048.2022.2026013
M. Marzouk, N. El-Bendary
{"title":"Facility management of gas turbine power plants using 3D laser scanning","authors":"M. Marzouk, N. El-Bendary","doi":"10.1080/16874048.2022.2026013","DOIUrl":"https://doi.org/10.1080/16874048.2022.2026013","url":null,"abstract":"ABSTRACT Industrial projects are extremely complex in terms of designing, engineering, construction, operation and maintenance. These projects involve extremely specialized activities during operation and maintenance phases. Optimizing the operation and maintenance phases for mega-industrial complexes such costs as power plants, petrochemicals, pharmaceuticals, and oil refineries increases the potential cost saving and maximizes the net profit. Plant maintenance comprises thousands of tasks, hundreds of workers, huge amount of equipment and material highly dependent on plant size. This research proposes a procedure for facility management using 3D laser scanning technologies in gas turbine power plants. High Density Point Cloud (HDPC) is obtained from 3D laser scanning of the power plant to facilitate the process of maintenance. HDPC is converted to regions in Recap application and the Autodesk Revit add-in imports the point cloud to Autodesk Revit and populates all the required maintenance data. This research describes the developed Power Plant Operation and Maintenance Tool (PPOMT) platform and its components to synchronize the data of the power plant with the online workspace information. All equipment information, the type of maintenance and the tasks to be carried out are defined for facility management purpose.","PeriodicalId":31454,"journal":{"name":"HBRC Journal","volume":"18 1","pages":"73 - 83"},"PeriodicalIF":0.0,"publicationDate":"2022-01-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42785061","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}
HBRC JournalPub Date : 2022-01-10DOI: 10.1080/16874048.2021.2005318
N. Hashemi, Farnaz Emami, Parinaz Abdshahzadeh, Ali Asghar Niaei
{"title":"The impact of physical components of the environment on the sociability of cultural-recreational spaces case study: Rasht cultural complex","authors":"N. Hashemi, Farnaz Emami, Parinaz Abdshahzadeh, Ali Asghar Niaei","doi":"10.1080/16874048.2021.2005318","DOIUrl":"https://doi.org/10.1080/16874048.2021.2005318","url":null,"abstract":"ABSTRACT The focus of the research is to analyze and evaluate the impact of physical space in the environment as a spatial system on the social interactions of users. The role of the physical components of the environment for the sociability of the environment and the desire to work in spaces is examined. In this research, the physical components of the environment as an independent variable that affect the quality of socialization of physical spaces as a dependent variable. To analyze, the physical environment is considered a socio-behavioral place. In this regard, by recognizing the types of public spaces as a physical environment and recognizing their qualities and functions, we reach the necessity of having cultural-recreational spaces as a platform for the formation of social life. The present research descriptively and analytically examines the sociability of the physical environment as a necessary spatial quality in cultural-recreational spaces, and by recognizing the physical components and sociability activity, analyzes these components in the present case. Data collection was done through questionnaires, interviews, and field observations. The final part of this research shows that security, as the most important environmental quality that results from the impact of components such as confinement and lighting and control and monitoring and visual access, has a direct impact on the sociability of the analyzed sample.","PeriodicalId":31454,"journal":{"name":"HBRC Journal","volume":"18 1","pages":"1 - 30"},"PeriodicalIF":0.0,"publicationDate":"2022-01-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48402120","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}
HBRC JournalPub Date : 2022-01-10DOI: 10.1080/16874048.2021.2018170
Hayam M Omayer, Omar A Selim
{"title":"The interaction of BIM And FM through sport projects life cycle (case study: Sailia training site in Qatar)","authors":"Hayam M Omayer, Omar A Selim","doi":"10.1080/16874048.2021.2018170","DOIUrl":"https://doi.org/10.1080/16874048.2021.2018170","url":null,"abstract":"ABSTRACT ‘It is all about the data’. In this context, ‘data’ refers to the massive amounts of information facility managers require for their work, including the frameworks that serve as the basis for successful and productive facility management (FM). The paper discusses building information modeling (BIM) and how this can be applied to facility management to address current industry challenges to BIM & FM Interaction. The research is dependent on transforming the interaction of more specialization in engineering by linking the different disciplines in a single project and using new technologies in a case study project. This construction project is concerned with the role of BIM and construction operations building information exchange (COBie) in sports facilities and operations and maintenance (O & M) information to view the benefits of BIM-based on the experience of the Arab world in the field of construction. The research presents a case study for the Technical Masterclass, Delivering the BIM/COBie & IFC in Revit according to the NBIMS-US COBie standard to support the facility’s management. The project is FIFA training facilities, Sailia Training Site. This case study project examines the role of BIM and COBie in facility and O & M information to demonstrate the benefits of BIM. The idea of BIM for facility management is implemented through COBie as a data transfer method.","PeriodicalId":31454,"journal":{"name":"HBRC Journal","volume":"18 1","pages":"31 - 51"},"PeriodicalIF":0.0,"publicationDate":"2022-01-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43793671","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}
HBRC JournalPub Date : 2021-01-01DOI: 10.1080/16874048.2021.1944735
M. Hafez, M. Kassab, S. Taha
{"title":"Calcination process and kinetic carbonation effect on the hydrated and anhydrate phases of the OPC matrix at early age of hydration","authors":"M. Hafez, M. Kassab, S. Taha","doi":"10.1080/16874048.2021.1944735","DOIUrl":"https://doi.org/10.1080/16874048.2021.1944735","url":null,"abstract":"ABSTRACT This study aims to improve the understanding of the effect of both calcination temperature and the carbonation process on cement pastes by analyzing the Fourier-transform infrared spectroscopy (FTIR) principal vibration modes. In this regard, six samples of cement pastes, identified as (CS1, CS2, CS3, CS4, CS5 and CS6), mixed with white sugar with different concentrations (X = 0, 0.2, 0.4, 0.6, 0.8, and 1.1 %), respectively, were prepared. These blended cement samples were heated (calcined) at a temperature of about 600°C. Moreover, an additional sugar-free sample tagged as CS0 was prepared and cured at room temperature for 7 days. Afterward, these samples were subjected to FTIR spectroscopy and X-ray diffraction to investigate the effect of the calcination and the carbonation process on the principal mode of vibrations and the microstructure of the ordinary Portland cement (OPC) matrix as well. The characteristics of the FTIR principal modes of vibrations were investigated. Besides, the relaxation time and the rotational energy barrier were calculated for different sugar concentrations. This study revealed that the kinetic reaction of the carbon contained in the different samples with the C3S, C2S, C–S–H and CH phases leads to the formation of calcium carbonate CaCO3, where the rate of formation depends upon the carbonation rate of samples. The critical variation for the relaxation time and rotational energy barrier clearly appeared at X = 0.6%. Moreover, the kinetic carbonation of both clinker phases and the hydrated phases in the OPC matrix system mainly depends upon the rate of the polymerization of the silicate group inside the matrix of OPC.","PeriodicalId":31454,"journal":{"name":"HBRC Journal","volume":"17 1","pages":"389 - 406"},"PeriodicalIF":0.0,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1080/16874048.2021.1944735","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42511361","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}
HBRC JournalPub Date : 2021-01-01DOI: 10.1080/16874048.2021.1907962
H. Kamal, M. Hussein, A. Akl
{"title":"Parametric study of twin tunnel under seismic loads for Cairo Metro Line No. 4","authors":"H. Kamal, M. Hussein, A. Akl","doi":"10.1080/16874048.2021.1907962","DOIUrl":"https://doi.org/10.1080/16874048.2021.1907962","url":null,"abstract":"ABSTRACT The damage of tunnel induced by intense earthquake is obviously important. Thus, more attention has been paid to the tunnel destruction induced by earthquake. So far, there are few studies conducted on the influence of earthquake dynamic loads on horizontal twin tunnels. In this research, a systematic analysis of horizontal twin tunnels of Cairo Metro Line No. 4 was performed using finite element model by the commercial software PLAXIS 2D and under static and earthquake dynamic loads using the Dahsour Earthquake 1992 time real history. Both static and dynamic analyses in this research have taken into account the effect of the soil structure interaction on the static and dynamic performance of horizontal twin tunnels. Also, a parametric study had been performed on the horizontal twin tunnels of Cairo Metro Line No. 4 under different parameters, which included the tunnel’s depth (d), the distance between twin tunnels (S), and the surrounding soil stiffness (E). Results showed that both static and dynamic analysis are expected to be governed by soil structure interaction. Also, the studied parameters are very important in tunnel design under static and dynamic loads, especially the distance between twin tunnel, where these types of twin tunnels were excavated by TBM machine.","PeriodicalId":31454,"journal":{"name":"HBRC Journal","volume":"17 1","pages":"137 - 156"},"PeriodicalIF":0.0,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1080/16874048.2021.1907962","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47160451","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}
HBRC JournalPub Date : 2021-01-01DOI: 10.1080/16874048.2021.1901401
M. Issa, E. Ismail
{"title":"Punching strength of conventional reinforced concrete flat slabs","authors":"M. Issa, E. Ismail","doi":"10.1080/16874048.2021.1901401","DOIUrl":"https://doi.org/10.1080/16874048.2021.1901401","url":null,"abstract":"ABSTRACT The paper presents comparison between the punching shear calculations from six different codes and two equations from the literature. It utilizes 257 punching tests data collected from the literature. The concrete strengths, f’c, range between 12.3 MPa and 68 MPa, the reinforcement ratios range between 0.2% and 5.01%, and the slab depths range between 80 mm and 500 mm. It is found that the smallest error is for CEB-FIP-90 and EC2-2004 while the largest error is for JSCE-2002 and ACI318-19. Also, modifications to one of the equations of the Egyptian reinforced concrete code and two of the equations of ACI318-19 code for calculating the punching strength of flat plates without shear reinforcements are presented. The modified Egyptian and ACI318-19 codes equations for punching strength are compared to the experimental data and good correlations are noticed. The obtained errors are lesser than those of the original codes equations and the average errors are on the conservative side.","PeriodicalId":31454,"journal":{"name":"HBRC Journal","volume":"17 1","pages":"77 - 91"},"PeriodicalIF":0.0,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1080/16874048.2021.1901401","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41779924","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}