Applied Research on Civil Engineering and Environment (ARCEE)最新文献_第3页

Effect of Dolomite Lime on Soil Matric Suction 白云石石灰对土壤基质吸力的影响

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2021-08-31 DOI: 10.32722/arcee.v3i01.3946

M. Fazlina, P. Agung, A. Azhar, M. N. Zakaria, M. A. Ahmad, Muhammad Fathur Rouf Hasan

{"title":"Effect of Dolomite Lime on Soil Matric Suction","authors":"M. Fazlina, P. Agung, A. Azhar, M. N. Zakaria, M. A. Ahmad, Muhammad Fathur Rouf Hasan","doi":"10.32722/arcee.v3i01.3946","DOIUrl":"https://doi.org/10.32722/arcee.v3i01.3946","url":null,"abstract":"The most fundamental of unsaturated soil is matric suction parameter. Matric suction in unsaturated soils plays an important role in controlling physical and mechanical properties. This parameter can influence some other important parameters of soil, such as effective stress, shear strength, swelling pressure, etc. Investigation of matric suction was performed on Ayer Hitam soil, at Batu Pahat District, Johor, Malaysia. Field monitoring works were conducted with and without dolomite treatment at the slopes of Ayer Hitam acidic soil. Field testing used some devices to find out the behavior of matric suction during the rainy session. The result shows that the soil matric suction with dolomite treatment is larger than without treatment and matric suction has a significant difference around 20 – 50 kPa. Enhancement of acidity from the dolomite treatment was not only decreasing pores size caused by the alternating of the microstructure of soil but also leading to increasing the matric suction. The treatment of dolomite material is able to control matric suction and increase the stability of slope acidic Ayer Hitam soil.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"2 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-08-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126138237","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}

引用次数: 0

Effects of Railway Noise on Residents’ in A Residential Area A住宅区铁路噪声对居民的影响

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2021-08-31 DOI: 10.32722/arcee.v3i01.3687

Ria Anggreani Syahputri, B. Damianto

{"title":"Effects of Railway Noise on Residents’ in A Residential Area","authors":"Ria Anggreani Syahputri, B. Damianto","doi":"10.32722/arcee.v3i01.3687","DOIUrl":"https://doi.org/10.32722/arcee.v3i01.3687","url":null,"abstract":"Population growth in Depok City is large and not in accordance with development land causes many residents’ to build houses with conditions <5 meters from the line of Electric Rail Train or Kereta Rel Listrik (KRL); this causes changes in the quality of the environment, including noise. The objective of this study is to determine the noise level, and the results will be compared with the standard noise level of the residential area; also, to find the influence of noise on residents’. This research was conducted in the area of Rawa Geni Raya Street, 1st Neighborhood, Ratu Jaya Urban Village, Depok City. Noise measurements were carried out at 5-points using a simple method with a noise level measuring instrument (SLM). At one time, the measurement was taken for 10 minutes with a reading time of every 5 seconds. The questionnaire was measured using a Purposive Random Sampling technique, and the number of samples was calculated using the Slovin formula. The results of this study indicate that the 5-point noise level exceeds the recommended threshold according to KEPMEN LH 48 of 1996 and PERMENKES 718/1987 at 55 dB(A). The largest value for the 24-hour noise level (LSM) is at point 1, which is 5 m from the KRL line. The noise level on the weekday is 75.32 dB(A) and 74.24 dB(A) on weekends. According to PERMENKES No 718/1987, the location of point 1 should be included in Area D as an industrial zone, plant, railway station, and bus terminal. The results of questionnaires by 34 respondents showed that the noise generated by KRL was noisy and the majority of respondents agreed the noise affected the comfort level; in terms of health, respondents agreed KRL noise caused sleep disturbances and hearing loss.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"26 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-08-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131856647","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}

引用次数: 1

Noise Impact of Southgate Phase-2 Construction Project to the Settlement at Perumahan Tanjung Mas, Tanjung Barat 南门第二期工程对丹戎巴拉Perumahan Tanjung Mas定居点的噪音影响

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2021-08-31 DOI: 10.32722/arcee.v3i01.3954

A. Putri

{"title":"Noise Impact of Southgate Phase-2 Construction Project to the Settlement at Perumahan Tanjung Mas, Tanjung Barat","authors":"A. Putri","doi":"10.32722/arcee.v3i01.3954","DOIUrl":"https://doi.org/10.32722/arcee.v3i01.3954","url":null,"abstract":"Construction activities can increase noise that gives an impact on the people who live nearby. The impact of noise can cause psychological and physiological disorders. The purpose of this research is to analyze the effects of the noise level of the Southgate Phase-2 project for citizen activities at PerumahanTanjung Mas, Tanjung Barat. It is based on regulatory standards in KEPMEN LH no. 48 of 1996, KEPGUB DKI Jakarta no. 551 of 2001, and the LNP standard according to the US Department of Housing and Urban Development. The methods are doing observation and survey by using a questionnaire to find out the project situation and the noise level produced by using a sound level meter measuring instrument. The result shows that people feel discomfort from the noise of the project, especially at night. Most of the noise measurement result exceeds the noise quality standard and its effects up to 50 meters away from the noise source. The point which is about 5 meters away from the noise source is 63.73 dB (A) and point which is about 50 meters away from the noise source is 59.89 dB (A). Based on the results of the regression equation shows that houses within 120 meters of the project impacted by the noise that exceeds the noise quality standards for the residential area. The most complaints given by people of PerumahanTanjung Mas were feeling discomfort in daily activities (79%), and sleeping trouble (60%).","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"86 ","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-08-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"113984820","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}

引用次数: 0

Evaluation of WWTP with Activated Sludge Technology Combined with Microorganism Biofilters in IMERI Building 活性污泥技术联合微生物生物滤池处理IMERI建筑污水的评价

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2021-08-31 DOI: 10.32722/arcee.v3i01.3902

Khalida Hanum

引用次数: 0

VULNERABILITY ASSESSMENT AT MT. BROMO INDONESIA BY USING TIME-SERIES LAND SURFACE DEFORMATION AND GIS 基于时序地表变形和地理信息系统的印度尼西亚bromo山易损性评价

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2019-10-28 DOI: 10.32722/ARCEE.V1I01.1954

A. P. Arbad, W. Takeuchi, Y. Aoki, Ahmad Ardy

{"title":"VULNERABILITY ASSESSMENT AT MT. BROMO INDONESIA BY USING TIME-SERIES LAND SURFACE DEFORMATION AND GIS","authors":"A. P. Arbad, W. Takeuchi, Y. Aoki, Ahmad Ardy","doi":"10.32722/ARCEE.V1I01.1954","DOIUrl":"https://doi.org/10.32722/ARCEE.V1I01.1954","url":null,"abstract":"Among the 127 active volcanoes located in eastern Java, Indonesia. Mt. Bromo is the most famous active volcano, type of Mt. Bromo is a strombolian. Many aspects that make volcano an interesting, we conduct a critical and comprehensive study and analysis concerning of volcano eruption based on remote sensing and GIS approaches. Nowadays, remote sensing play an important role to observe volcanic activity and facilitate real-time information. The method used in this study is the determination level of risk in the Mt. Bromo by Pairwise Comparison method. Vulnerability parameters to be obtained from the potential of land deformation, population density, and distance from the volcano dome. In addition, we used SAR data to observe time-series land surface deformation which derived from PALSAR sensor and the images which L-band frequency characteristic on board from Advanced Land Observing Satellite (ALOS) with active microwave sensor to achieve cloud-free and day-and-night land observation. The dataset is composed of 24 SAR images, collected from 24 May 2007 to 5 July 2016 (Descending passes, HH polarization). Consequently, the information result has been created and processed at a municipal or city level including thematic maps, the database has been built, classified and analyzed by using GIS environment. The main idea is providing hazard mitigation map at Mt. Bromo to provide adequate guidance for disaster-prone areas to determine the level of disaster risk.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126499594","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}

引用次数: 1

IDENTIFICATION OF GROUNDWATER DISTRIBUTION USING SELF POTENTIAL METHOD 利用自电位法识别地下水分布

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2019-10-28 DOI: 10.32722/ARCEE.V1I01.1953

M. Hasan, T. Swastika, N. Martina, L. Wulandari

引用次数: 1

LITHOLOGY INTERPRETATION BASED ON WELL LOG DATA ANALYSIS IN “JS” FIELD 基于测井资料分析的“js”油田岩性解释

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2019-10-28 DOI: 10.32722/ARCEE.V1I01.1955

T. W. Sari, S. Sujito

{"title":"LITHOLOGY INTERPRETATION BASED ON WELL LOG DATA ANALYSIS IN “JS” FIELD","authors":"T. W. Sari, S. Sujito","doi":"10.32722/ARCEE.V1I01.1955","DOIUrl":"https://doi.org/10.32722/ARCEE.V1I01.1955","url":null,"abstract":"Reservoir lithology types in a prospect zone of hydrocarbon can be known through well log data analysis, both qualitatively and quantitatively. Lithology interpretation based on qualitatively well log data analysis, has been successfully carried out by K-1 and K-3 well log data on JS Field, West Natuna basin, Riau Islands.Main focus of the research is types of lithology indicated by response the petrophysical well data log of Lower-Middle Miocene Arang Formation. Arang Formation was deposited immediately on top Barat formation and depositional environment in this formation is transitional marine - marine. Petrophysics log shows well data are log gamma ray, resistivity, neutron porosity, density, and sonic. The limitation of study are on four types lithology, they are coal, sand, sally sand, and shale. Lithology on well K-1 dominate by shale, there is thin intersection between sand and coal. The well of K-1 have sand thickest around six meter. While on well K-3 Petrophysics log data shows thin intersection between coal, sand, shaly sand, and dominated by shale. The thickest Sand have thickness 29 meter, and thicker than on K-1 well. The result in this study, the formation dominated by types of lithology “shale”.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130237633","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}

引用次数: 0

BOND STRENGTH OF BAR USING GROUTING FOR PRECAST CONCRETE CONNECTION 混凝土预制件连接用灌浆法测定钢筋粘结强度

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2019-08-31 DOI: 10.32722/ARCEE.V1I01.2311

A. Rosyidah, I. K. Sucita, Praganif Sukarno, S. Sari, Chintya Sari

{"title":"BOND STRENGTH OF BAR USING GROUTING FOR PRECAST CONCRETE CONNECTION","authors":"A. Rosyidah, I. K. Sucita, Praganif Sukarno, S. Sari, Chintya Sari","doi":"10.32722/ARCEE.V1I01.2311","DOIUrl":"https://doi.org/10.32722/ARCEE.V1I01.2311","url":null,"abstract":"In precast concrete, a connection is needed to unite the components so that they become a whole unified structure. This study aims to determine the reinforcement strength and length of reinforcement in precast concrete connections. To paste reinforcement into precast concrete, giving additional material in the form of grouting which is called sika grout 215 and functions as an adhesive is necessary. Pullout testing is carried out in the laboratory, and its simulation by modeling uses the finite element method based software. This research is divided into 2 phases. The first phase is making specimen to examine the bond strength between the concrete and reinforcement that has been given sika grout 215. So monolithic specimen is made as a comparison. The result of the bond strength of the monolithic test specimen is 6.24 MPa, and the sika grout 215 category is 6.52 MPa. From the experimental results in the laboratory with modeling, it is obtained the bond strength ratio of 0.94. The length of development (ld) based on the results of the testing phase I of 200 mm. The second phase is examining the damage pattern due to the stress that occurred. Specimens are made into 4 categories, namely modeling developments with the length of 120 mm (<40% ld), with the length of 160 mm (<20% ld), with length of 200 mm (= ld), and with the length of 260 mm(> 30% ld) both for monoliths and sika grout 215. The damage pattern, which is in the form of yielding and breaking reinforcement as the result of the pullout experiment in the laboratory shows not much different from the result of simulation using the software.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"64 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-08-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128193981","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}

引用次数: 1

METHOD OF STRENGTHENING STRUCTURE OF BUILDING 建筑结构加固方法

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2019-08-31 DOI: 10.32722/ARCEE.V1I01.2312

Nusa Setiani Triastuti

引用次数: 0

Stakeholders Awareness of Safety Leadership Through Construction Safety Management System in Indonesia 利益相关者的安全领导意识，通过建筑安全管理系统在印度尼西亚

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 1900-01-01 DOI: 10.32722/arcee.v3i01.3945

D. V. Indrayana, A. Suraji

{"title":"Stakeholders Awareness of Safety Leadership Through Construction Safety Management System in Indonesia","authors":"D. V. Indrayana, A. Suraji","doi":"10.32722/arcee.v3i01.3945","DOIUrl":"https://doi.org/10.32722/arcee.v3i01.3945","url":null,"abstract":"Construction workplace safety has become serious issues among global companies. Improvement on occupational safety and health has been carried out. However, construction still becomes a sector with the highest accident rate. Particularly in Indonesia, construction contributes to 32% of accident rate followed by transportation, forestry, and mining. Main driver to improve safety performance is safety leadership as the frontline part of Construction Safety Management System (CSMS). Since it is a non-technical aspect, stakeholders’ awareness is doubtful. Therefore, this study aims to describe Indonesia construction stakeholders’ awareness of safety leadership as part of CSMS. Questionnaire was distributed to 693 respondents comprises of government, planners, consultants, private contractors, and State-Owned Enterprise (SOE) contractors. The result was analyzed with descriptive statistic to reveal the stakeholders’ level of awareness. SOE contractor has the highest awareness of safety leadership. It is considered as obvious finding since SOE contractor becomes dominant in Indonesia’s construction industry. The majority of big-classified contractors are SOE. Meanwhile, contractors’ BOD is the lowest. The BOD commonly uses managerial leadership to run the company rather than safety leadership. However, the safety leadership should be owned by every stakeholder in construction industry whether they are in high or low management level.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129752109","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}

引用次数: 2