Pub Date : 2019-10-10DOI: 10.26480/gwk.02.2019.06.08
K. Shamin-Shazwan, R. Shahari, C. Amri, N. S. M. Tajuddin
Ficus (Moraceae) is a tree or shrub natively originated from East Asia countries such as Middle East and Turkey. However, determination of the most suitable cultivation method in Malaysia has becoming one of the major concerns in figs industry. This is because figs can be easily found in cold and temperate regions compared to the equator regions. Therefore, this paper will discuss on the method of figs cultivation and its production based on the market demands in Malaysia. Simple propagation methods such as cutting, and layering are the most recommended method used for cultivating the fig trees. As for the production, figs are mainly processed as food such as jam, tea, dipping sauce, spaghetti sauce and dried processed food or available fresh. It is also used in traditional medicine as it is claimed to be good remedies in treating severe health problem such reducing blood
{"title":"FIGS (FICUS CARICA L.): CULTIVATION METHOD AND PRODUCTION BASED IN MALAYSIA","authors":"K. Shamin-Shazwan, R. Shahari, C. Amri, N. S. M. Tajuddin","doi":"10.26480/gwk.02.2019.06.08","DOIUrl":"https://doi.org/10.26480/gwk.02.2019.06.08","url":null,"abstract":"Ficus (Moraceae) is a tree or shrub natively originated from East Asia countries such as Middle East and Turkey. However, determination of the most suitable cultivation method in Malaysia has becoming one of the major concerns in figs industry. This is because figs can be easily found in cold and temperate regions compared to the equator regions. Therefore, this paper will discuss on the method of figs cultivation and its production based on the market demands in Malaysia. Simple propagation methods such as cutting, and layering are the most recommended method used for cultivating the fig trees. As for the production, figs are mainly processed as food such as jam, tea, dipping sauce, spaghetti sauce and dried processed food or available fresh. It is also used in traditional medicine as it is claimed to be good remedies in treating severe health problem such reducing blood","PeriodicalId":32518,"journal":{"name":"Engineering Heritage Journal","volume":"362 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2019-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"76506079","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}
Pub Date : 2019-10-04DOI: 10.26480/gwk.02.2019.01.05
Amany A. Habib, M. Nassar
This paper presents experiments and computer simulation for the erosion and deposition processes along a 180° open canal bend. The computer simulation is conducted by Nays2DH model in iRIC software. The models are conducted with the curvature's radius ratio (Ø/L) varies within 3.0 to 8.5. Experiments produced that the erosion and deposition actions decrease as Ø/L increases. The minimal erosion and deposition are detected at (Ø/L =8.5). The optimum place of a bridge circular support along the bend is defined. The results of Nays2DH Model are compared with tests. RSQ for the modelled statuses is 88.329% and the correlation factor between simulations and the gauged depths is 93.98%.
{"title":"MODELLING OF DEPOSITION AND EROSION PROCESSES ALONG A 180° OPEN CANAL BEND BY NAYS2DH IN iRIC","authors":"Amany A. Habib, M. Nassar","doi":"10.26480/gwk.02.2019.01.05","DOIUrl":"https://doi.org/10.26480/gwk.02.2019.01.05","url":null,"abstract":"This paper presents experiments and computer simulation for the erosion and deposition processes along a 180° open canal bend. The computer simulation is conducted by Nays2DH model in iRIC software. The models are conducted with the curvature's radius ratio (Ø/L) varies within 3.0 to 8.5. Experiments produced that the erosion and deposition actions decrease as Ø/L increases. The minimal erosion and deposition are detected at (Ø/L =8.5). The optimum place of a bridge circular support along the bend is defined. The results of Nays2DH Model are compared with tests. RSQ for the modelled statuses is 88.329% and the correlation factor between simulations and the gauged depths is 93.98%.","PeriodicalId":32518,"journal":{"name":"Engineering Heritage Journal","volume":"13 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2019-10-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"79997767","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}
Pub Date : 2019-02-01DOI: 10.26480/GWK.01.2019.05.08
K. Rajput, Abhishek Gupta, A. Hi
{"title":"RE-CYCLE OF E-WASTE IN CONCRETE BY PARTIAL REPLACEMENT OF COARSE AGGREGATE","authors":"K. Rajput, Abhishek Gupta, A. Hi","doi":"10.26480/GWK.01.2019.05.08","DOIUrl":"https://doi.org/10.26480/GWK.01.2019.05.08","url":null,"abstract":"","PeriodicalId":32518,"journal":{"name":"Engineering Heritage Journal","volume":"69 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2019-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"75980543","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}
Pub Date : 2019-02-01DOI: 10.26480/GWK.01.2019.13.17
Z. Liang, Wang Wen-shun
{"title":"PARAMETRIC ARCHITECTURAL DESIGN BASED ON OPTIMIZATION ALGORITHM","authors":"Z. Liang, Wang Wen-shun","doi":"10.26480/GWK.01.2019.13.17","DOIUrl":"https://doi.org/10.26480/GWK.01.2019.13.17","url":null,"abstract":"","PeriodicalId":32518,"journal":{"name":"Engineering Heritage Journal","volume":"18 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2019-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"74821239","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}
Pub Date : 2019-02-01DOI: 10.26480/gwk.01.2019.09.12
Wong Tianlei
{"title":"NONLINEAR CONTROL STRATEGIES AND PLANNING FOR UNDERACTUATED OVERHEAD CRANES","authors":"Wong Tianlei","doi":"10.26480/gwk.01.2019.09.12","DOIUrl":"https://doi.org/10.26480/gwk.01.2019.09.12","url":null,"abstract":"","PeriodicalId":32518,"journal":{"name":"Engineering Heritage Journal","volume":"4 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2019-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89342433","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}
Pub Date : 2019-01-01DOI: 10.26480/GWK.01.2019.01.04
A. Gautam, R. Batra, N. Singh
In the present investigation, a feasibility study is made to use Rice Husk Ash as an admixture to an already replaced Cement with fly ash (Portland Pozzolana Cement) in Concrete, and an attempt has been made to investigate the strength parameters of concrete (Compressive and Flexural). For control concrete, IS method of mix design is adopted and considering this a basis, mix design for replacement method has been made. Five different replacement levels namely 5%, 7.5%, 10%, 12.5% and 15% are chosen for the study concern to replacement method. Large range of curing periods starting from 3days, 7days, 28days and 56days are considered in the present study.
{"title":"A STUDY ON USE OF RICE HUSK ASH IN CONCRETE","authors":"A. Gautam, R. Batra, N. Singh","doi":"10.26480/GWK.01.2019.01.04","DOIUrl":"https://doi.org/10.26480/GWK.01.2019.01.04","url":null,"abstract":"In the present investigation, a feasibility study is made to use Rice Husk Ash as an admixture to an already replaced Cement with fly ash (Portland Pozzolana Cement) in Concrete, and an attempt has been made to investigate the strength parameters of concrete (Compressive and Flexural). For control concrete, IS method of mix design is adopted and considering this a basis, mix design for replacement method has been made. Five different replacement levels namely 5%, 7.5%, 10%, 12.5% and 15% are chosen for the study concern to replacement method. Large range of curing periods starting from 3days, 7days, 28days and 56days are considered in the present study.","PeriodicalId":32518,"journal":{"name":"Engineering Heritage Journal","volume":"30 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2019-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84909651","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}
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