INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)最新文献_第2页

MODEL VALUE OF RESIDUAL STRENGTH OF CONCRETE ASPHALT PAVEMENT CONSEQUENCES OF SOAKING OF RAINWATER AND SEAWATER BY CONTINUOUS AND PERIODIC METHODS 用连续法和周期法计算雨水和海水浸泡后沥青混凝土路面残余强度模型值

INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Pub Date : 2023-06-30 DOI: 10.25105/cesd.v6i1.17152

Oloan Sitohang, Asmirus Laia, E. H. Manurung, Sarjono Puro

{"title":"MODEL VALUE OF RESIDUAL STRENGTH OF CONCRETE ASPHALT PAVEMENT CONSEQUENCES OF SOAKING OF RAINWATER AND SEAWATER BY CONTINUOUS AND PERIODIC METHODS","authors":"Oloan Sitohang, Asmirus Laia, E. H. Manurung, Sarjono Puro","doi":"10.25105/cesd.v6i1.17152","DOIUrl":"https://doi.org/10.25105/cesd.v6i1.17152","url":null,"abstract":"High rain intensity and limited draninase capacity result in high waterlogging on the road surface for a long time. After dry inundation, the pavement surface undergoes a bond between the aggregate and loose asphalt. This loose condition, when crossed by vehicles, causes cracks and holes so that the road is damaged. In addition, large-scale waterlogging can cause groundwater located below the soil surface to become saturated. The research method is an experimental laboratory with the help of descriptive statistics in analyzing data to find out an overview of the characteristics of concrete asphalt mixture materials. Penelitian aims to: Knowing the relationship between variations in soaking duration to the durability performance of asphalt concrete mixtures, Evaluating differences in residual strength index values due to length soaking by using seawater and rainwater with continuous and periodic mrtode, and Determining the relationship model between the Residual Strength Bonding of the asphalt mixture to time of soaking seawater and rainwater. The residual strength bond value (IKS) is greatly influenced by the soaking time, where the longer the concrete asphalt issoaked, the significantly lower the IKS value. As for the Modelh the difference between the Residual Strength Index against the bath time is a polynomial model.","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"16 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128183805","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

ANALISIS LABOUR UTILITATION RATE TENAGA KERJA (Studi Kasus Proyek Bintaro Jaya Xchange Tahap II, Tangerang Selatan)

INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Pub Date : 2022-12-29 DOI: 10.25105/cesd.v5i2.15172

Galih wulandari Subagyo

{"title":"ANALISIS LABOUR UTILITATION RATE TENAGA KERJA (Studi Kasus Proyek Bintaro Jaya Xchange Tahap II, Tangerang Selatan)","authors":"Galih wulandari Subagyo","doi":"10.25105/cesd.v5i2.15172","DOIUrl":"https://doi.org/10.25105/cesd.v5i2.15172","url":null,"abstract":"Dalam dunia konstruksi ada banyak faktor yang dapat mempengaruhi keberhasilan suatu proyek pembangunan, salah satunya adalah produktivitas tenaga kerja. Salah satu cara yang dapat digunakan untuk mengukur produktivitas tenaga kerja adalah parameter LUR (Labor Utilitation Rate) dari setiap pekerja. Pada masa pandemi ini terdapat beberapa faktor yang mempengaruhi produktivitas para pekerja di masa pandemi ini antara lain usia, pengalaman kerja, tingkat pendidikan, kesesuaian upah, tanggungan keluarga, kesehatan pekerja, dampak kesehatan, penerapan protokol kesehatan, hubungan antar pekerja, serta manajerial. Tujuan dari penelitian ini adalah untuk mengetahui tingkat produktivitas (LUR) masing-masing pekerja saat pandemi Covid- 19 pada Proyek Bintaro Jaya Xchange Tahap II, dengan Batasan penelitian adalah pengambilan data menggunakan observasi dengan waktu penelitian dilakukan pada hari Senin s/d Jumat (Weekdays), Sabtu s/d Minggu (weekend) di jam 08.00 WIB sampai dengan 16.00 WIB (selama 7 hari kerja). Dari hasil penelitian dapat diketahui LUR (Labour Utilitation Rate) yang paling besar di lakukan oleh Leso, Rahman, Didi, Basuki, Saluyu, dan Caca yaitu sebesar 86.61%. Sedangkan rata-rata tingkat LUR (Labour Utilitation Rate) Total sebesar 79.53%. Jadi dari data yang diperoleh dapat disimpulkan bahwa tingkat produktivitas pekerjaan pada pekerjaan saat pandemi Covid-19 memuaskan, karena faktor utilitas pekerja atau nilai LUR (Labour Utilitation Rate) lebih dari 50 %.","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"102 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116823365","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

KELECAKAN DAN KEKUATAN TEKAN BETON BERBASIS ABU TERBANG SEBAGAI PENGGANTI SEMEN DAN BATU APUNG UNTUK PENGGANTI AGREGAT KASAR 松散和强度推动以火山灰为基础的混凝土和浮石代替刚性聚合

INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Pub Date : 2022-12-29 DOI: 10.25105/cesd.v5i2.15732

Muhammad Sofyan, Ade Okvianti Irlan, Jansen Zadrak Korobu, Abdul Rokhman

{"title":"KELECAKAN DAN KEKUATAN TEKAN BETON BERBASIS ABU TERBANG SEBAGAI PENGGANTI SEMEN DAN BATU APUNG UNTUK PENGGANTI AGREGAT KASAR","authors":"Muhammad Sofyan, Ade Okvianti Irlan, Jansen Zadrak Korobu, Abdul Rokhman","doi":"10.25105/cesd.v5i2.15732","DOIUrl":"https://doi.org/10.25105/cesd.v5i2.15732","url":null,"abstract":"Concrete's drawback is its low tensile strength and heavy weight, which may exceed 2400 kg/m3. The significance of self-weight in building construction is essential, particularly when dealing with seismic loads. The larger the inertial force from the weight of the structure itself, the greater the inertial force from the weight of the building itself, therefore lightweight concrete can provide an opportunity to lower its own weight with a smaller unit weight of 1850 kg/m3. Fly ash was employed as a substitute for cement in this investigation, while pumice was used as a substitute for coarse aggregate. The goal of this research was to establish the unit weight, compressive strength, and workability/slump value of concrete. In this investigation, 30% of the fly ash was utilised. Pumice is determined at 0%, 5%, 10%, and 15% of the weight of coarse aggregate. The SN sample has the highest slump value of 8.8. However, the slump value continued to fall with the addition of pumice. The use of larger pumice stone results in a reduction in the volume weight of concrete up to 1845 kg/m3, permitting it to be classified as lightweight concrete. Pumice has been demonstrated to diminish strength by 11% on average for every 5% replacement.","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"27 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126077039","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

IDENTIFIKASI JEJAK KARBON SKALA RUMAH TANGGA SEBAGAI UPAYA MENGATASI PERUBAHAN IKLIM 确定家庭规模碳足迹以应对气候变化

INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Pub Date : 2022-12-29 DOI: 10.25105/cesd.v5i2.15629

Dedi Rosadi, Randhi Saily, Zaiyar Zaiyar, U. Jusi

引用次数: 0

PENGELOLAAN JARINGAN DISTRIBUSI AIR BERSIH PERKOTAAN DI KABUPATEN GRESIK 格雷斯克县城市供水网络管理

INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Pub Date : 2022-12-29 DOI: 10.25105/cesd.v5i2.15738

Azhar Adi Darmawan, Ahmad Zamroni Ghozali, Chairil Saleh, Lourina Evanale Orfa, Dandy Achmad Yani, W. Sejati

{"title":"PENGELOLAAN JARINGAN DISTRIBUSI AIR BERSIH PERKOTAAN DI KABUPATEN GRESIK","authors":"Azhar Adi Darmawan, Ahmad Zamroni Ghozali, Chairil Saleh, Lourina Evanale Orfa, Dandy Achmad Yani, W. Sejati","doi":"10.25105/cesd.v5i2.15738","DOIUrl":"https://doi.org/10.25105/cesd.v5i2.15738","url":null,"abstract":"Air bersih merupakan salah satu kebutuhan yang tidak ada batasnya dan akan terus berkelanjutan bagi masyarakat, sehingga perlu adanya konsentrasi dalam pemenuhannya terlebih diwilayah perkotaan yang mana sumber air bersih biasanya sulit didapatkan. Dalam memenuhi kebutuhan air bersih, maka diperlukan evaluasi dan perencanaan pengembangan kebutuhan air bersih masyarakat agar terpenuhi secara optimal. Tujuan dari studi ini adalah untuk mengetahui kebutuhan air bersih pada perkotaan dimana lokasi studi pengelolaan sistem jaringan distribusi air bersih yang sumber air bersihnya berasal dari IPA Legundi Kabupaten Gresik. Aplikasi yang digunakan untuk mendukung analisa jaringan distribusi air bersih adalah perangkat lunak EPANET. Pemanfaatan program berfungsi untuk menganalisa aliran air yang didistribusikan dan dapat mengetahui tekanan yang terjadi pada masing-masing pipa dan node. Dari hasil evaluasi menunjukkan adanya peningkatan layanan air bersih untuk daerah layanan Sumber Air Kali Surabaya Kabupaten Gresik dari 39,78% ditahun 2021, menjadi 50,88% ditahun 2031. Dengan menggunakan metode Least Square hasil proyeksi penduduk daerah layanan Sumber Air IPA Legundi pada tahun 2031 berjumlah 131.555 jiwa, dengan pembagian node sebanyak 1278 node ditahun 2020 menjadi 1352 node ditahun 2031 dengan diameter pipa 2 inch hingga 24 inch. Sedangkan kebutuhan air bersih rata-rata 186,51 liter/detik ditahun 2020 menjadi 285,04 liter/detik ditahun 2031","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"80 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123949168","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

PENGGUNAAN SERAT KAYU PINUS PENGGANTI AGREGAT HALUS PADA CAMPURAN BETON MUTU NORMAL 使用松针代替优质混凝土混合物中的细骨料

INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Pub Date : 2022-12-29 DOI: 10.25105/cesd.v5i2.15740

M. Yusuf, Lia Herlina, A. Budiman, M. Alvian, Vindy Talahatu

{"title":"PENGGUNAAN SERAT KAYU PINUS PENGGANTI AGREGAT HALUS PADA CAMPURAN BETON MUTU NORMAL","authors":"M. Yusuf, Lia Herlina, A. Budiman, M. Alvian, Vindy Talahatu","doi":"10.25105/cesd.v5i2.15740","DOIUrl":"https://doi.org/10.25105/cesd.v5i2.15740","url":null,"abstract":"The use of concrete materials is an important element in sustainable development in every part of the world. Sustainable development must of course support various aspects, from the aspect of development to the maintenance of the development process to the establishment of a building. Departing from this, innovations emerged in which in terms of the development process, construction projects can run better, of course taking into account global climate conditions. The construction project itself certainly has an impact in the form of large-scale waste, as is the case with the construction of houses which still tend to use wood construction. Utilization of construction waste can be optimized by utilizing this waste. The material substitute is a form of innovation to make concrete that is different from normal concrete. Substitutes for this material vary from cement substitutes, fine aggregate to coarse aggregate. In this case sawdust became a substitute for fine aggregate with a 5% substitution. Mix design using SNI 7656:2012. The results obtained from concrete with a 5% substitution of wood fiber were lighter by 4% than normal concrete, but the compressive strength results also decreased by 10.7%.","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"74 2 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130836414","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

ANALISIS KONDISI KERUSAKAN JALAN KABUPATEN PASURUAN MENGGUNAKAN METODE BINA MARGA (Studi Kasus : Jl Ahmad Yani – Jl. Dr. Soetomo) 帕苏鲁安区公路损坏情况分析使用宾州法(案例研究:住友医院博士)

INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Pub Date : 2022-12-29 DOI: 10.25105/cesd.v5i2.15741

E. Sundari, N. Rahmawati

{"title":"ANALISIS KONDISI KERUSAKAN JALAN KABUPATEN PASURUAN MENGGUNAKAN METODE BINA MARGA (Studi Kasus : Jl Ahmad Yani – Jl. Dr. Soetomo)","authors":"E. Sundari, N. Rahmawati","doi":"10.25105/cesd.v5i2.15741","DOIUrl":"https://doi.org/10.25105/cesd.v5i2.15741","url":null,"abstract":"The Tengger Mountains Complex, which includes Mount Bromo, is the primary tourist attraction in the Pasuruan Regency. As a consequence, there has been an increase in the volume of traffic from one year to the next, particularly on the section of road that connects Ahmad Yani and Doctor Soetomo, which has led to a decline in the quality of the road. The objectives of the research will be to: 1) Determine the typical daily traffic levels and class scores along a number of different portions located within the Pasuruan area. 2) To assess the nature of the destruction that was sustained by the road that is the subject of this investigation. 3) To determine the significance of the state of the route that is being studied. This research makes use of a road final inspection calculated using the Bina Marga method. The survey data collected for this study includes both LHR and road damage data. According to the results of the study conducted on Jalan Ahmad Yani and Jalan Dokter Soetomo, the LHR class value for this location is 4, and the LHR value is 1234 pcu/hour. In the meantime, the alligator crack, that has surface area of 376.96 m2 and a significance order value of 8, is the most prevalent type of destruction along the road.","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"36 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126772895","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

ANALISIS KUAT TEKAN DAN KUAT TARIK BELAH PADA BETON DENGAN PENAMBAHAN SERAT SERABUT KELAPA DAN BATU APUNG

INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Pub Date : 2022-06-30 DOI: 10.25105/cesd.v5i1.13936

Ade Okvianti, Liastary Pradina Febrianty

{"title":"ANALISIS KUAT TEKAN DAN KUAT TARIK BELAH PADA BETON DENGAN PENAMBAHAN SERAT SERABUT KELAPA DAN BATU APUNG","authors":"Ade Okvianti, Liastary Pradina Febrianty","doi":"10.25105/cesd.v5i1.13936","DOIUrl":"https://doi.org/10.25105/cesd.v5i1.13936","url":null,"abstract":" \u0000ABSTRAK \u0000Penggunaan material tambah dari bahan alam sebagai campuran dalam pembuatan beton semakin berkembang dan bervariasi. Dalam penelitian ini peneliti menggunakan Serat serabut kelapa dan Batu Apung (Pumice) sebagai campuran beton untuk mengurangi berat dari beton sehingga menjadi lebih ringan. Pengujian ini bertujuan untuk mengetahui pengaruh penambahan Batu apung sebagai substitusi parsial dengan penambahan Serat serabut kelapa terhadap karakteristik mekanik beton yakni kuat tekan dan kuat tarik belah beton. Batu apung (pumice) yakni sebanyak 20% digunakan sebagai pengganti parsial berat agregat kasar dengan penambahan serat serabut kelapa yang digunakan sebesar 0% , 0.5%, 1%, 1.5% dan 2% dari berat semen sebagai campuran dalam beton. Pengujian dilakukan pada benda uji silinder ukuran Ø 100 x 200 mm yang meliputi kuat tekan dan kuat belah pada umur 28 hari. Dari hasil pengujian didapatkan data nilai kuat tekan mengalami penurunan dari 20.97 MPa untuk beton normal tanpa penambahan batu apung dan serat menjadi 15.45 MPa untuk beton dengan substitusi parsial batu apung, sedangkan dengan adanya penambahan persentase serabut kelapa, nilai kuat tekan yang didapatkan sebesar 16.55 MPa, 17.88 MPa, 13.90 MPa dan 14.57 MPa. Pada penelitian ini juga dilakukan pengujian terhadap kuat tarik belah dan didapatkan nilai kuat tarik belah mengalami kenaikan berturut-turut dengan nilai kuat tarik optimum pada beton dengan penambahan serabut kelapa 2% yakni 1.78 Mpa. \u0000 \u0000 \u0000 ","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129840273","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

EVALUASI SISTEM DRAINASE TERHADAP PENANGGULANGAN BANJIR DI PERUMAHAN JATIBENING PERMAI KOTA BEKASI 对贝卡西大型jaticlear住房洪水的排水系统进行评估

INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Pub Date : 2022-06-30 DOI: 10.25105/cesd.v5i1.13934

Suprapti, Acep Hidayat, Muhammad Isradi, Hendy Yusman Firdaus, Muhammad Ikhsan Setiawan

{"title":"EVALUASI SISTEM DRAINASE TERHADAP PENANGGULANGAN BANJIR DI PERUMAHAN JATIBENING PERMAI KOTA BEKASI","authors":"Suprapti, Acep Hidayat, Muhammad Isradi, Hendy Yusman Firdaus, Muhammad Ikhsan Setiawan","doi":"10.25105/cesd.v5i1.13934","DOIUrl":"https://doi.org/10.25105/cesd.v5i1.13934","url":null,"abstract":"Perumahan jatibening permai merupakan perumahan yang terletak di jalan caman raya no. 2 Kelurahan Jatibening, Kecamatan Pondok Gede, kota bekasi. Kondisi drainase yang ada di Perumahan Jatibening Permai saat ini masih kurang baik secara keseluruhan. Ini terbukti dengan masih terjadi banjir saat musim hujan tiba. Sehingga evaluasi dan perencanaan ulang saluran drainase harus dilakukan dengan cara melakukan analisis perhitungan terhadap data Cross Section dan Data curah hujan sehingga didapat dimensi saluran drainase. Hal ini bertujuan agar Perumahan Jatibening Permai tidak lagi menjadi kawasan yang terkena banjir yang disebabkan curah hujan yang tinggi. Hasil penelitian menunjukkan bahwa Periode ulang yang dipakai pada perencanaan saluran drainase di Perumahan Jatibening Permai adalah kala ulang 2 tahun dengan Metode Log Pearson Tipe III. Debit banjir rencana dianalisis dengan metode rasional berdasarkan intensitas curah hujan dari data curah hujan harian maksimum dalam periode 10 tahun sebesar 212,05 mm/jam. Debit banjir maksimum kawasan perumahan Jatibening Permai adalah 1,650 /detik. Sedangkan perencanaan kolam resapan berbentuk persegi panjang ukuran 75 m x 55 m dengan kedalaman 5 m dapat menampung volume air hujan sebesar 20.625 .","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"11 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115777779","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

PENGARUH PENERAPAN PROTOKOL PENCEGAHAN COVID-19 PADA PELAKSANAAN KONSTRUKSI PROYEK STRATEGIS NASIONAL COVID-19预防议定书对国家战略项目建设实施的影响

INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Pub Date : 2022-06-30 DOI: 10.25105/cesd.v5i1.13935

N. Nugraha, B. Yuwono

{"title":"PENGARUH PENERAPAN PROTOKOL PENCEGAHAN COVID-19 PADA PELAKSANAAN KONSTRUKSI PROYEK STRATEGIS NASIONAL","authors":"N. Nugraha, B. Yuwono","doi":"10.25105/cesd.v5i1.13935","DOIUrl":"https://doi.org/10.25105/cesd.v5i1.13935","url":null,"abstract":"The Covid-19 pandemic has had a significant impact on various sectors, one of which is the construction sector. Implementation elements in this sector include materials, labor, delivery or transportation processes, time and mobility that are directly related to the Covid-19 outbreak, so that it can create uncertainty, while infrastructure development is the government's focus. In an effort to overcome the impact of the pandemic in the construction sector. This study aims to learn the implementation of the Covid-19 prevention protocol in the implementation of the National Strategic Project in Margatiga Dam Project work and to determine the significance of the effect of the implementation of the Covid-19 protocol on project management in the aspects of cost, quality, time, health and safety construction. Analysis of the problem was carried out by collecting data and conducting a questionnaire related to the implementation of the Covid-19 prevention protocol at the Margatiga Dam. The data that has been collected is then analyzed or data validation is carried out using the validity test and reliability test methods. \u0000The results showed that the Covid-19 Prevention Protocol Implementation has no effect on the Work Execution Time, and the Implementation of the Covid-19 Prevention Protocol has no effect on the Cost of Work Implementation. In addition, the Implementation of the Covid-19 Prevention Protocol has an effect on Safety and Health","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"63 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129052897","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