Prokons最新文献 - Book学术

Petunjuk Penulisan Wahana Teknik Sipil Desember 2022 2022年12月民用工程使用手册

Prokons Pub Date : 2022-12-01 DOI: 10.32497/wahanats.v27i2.4138

Petunjuk Penulisan

引用次数: 0

PENGARUH FAKTOR LINGKUNGAN INTERNAL DAN AGRESIF TERHADAP KOLOM RETROFIT DENGAN CFRP DAN GFRP 环境因素对具有CFRP和GFRP的重组列的影响

Prokons Pub Date : 2022-12-01 DOI: 10.32497/wahanats.v27i2.4141

Rida Handiana Devi, Senot Sangadji

{"title":"PENGARUH FAKTOR LINGKUNGAN INTERNAL DAN AGRESIF TERHADAP KOLOM RETROFIT DENGAN CFRP DAN GFRP","authors":"Rida Handiana Devi, Senot Sangadji","doi":"10.32497/wahanats.v27i2.4141","DOIUrl":"https://doi.org/10.32497/wahanats.v27i2.4141","url":null,"abstract":"The strengthening technique to retrofit a reinforced concrete structure is an effective strategy to enhance the local and global structure capacity. It could be the structure's strength, stiffness, and failure resistance. The retrofit strategy is selected in the wrapped column method using FRP (Fiber Reinforced Polymer). This study analyzed one column element using the static nonlinear procedure to determine the member of the structure toward seismic forces. The rectangular column was analyzed using Adaptive Pushover Analysis. This procedure operates the not constant lateral load, then attaining more realistic results by displacement-based inelastic element type. Three models were analyzed using Seismostruct with the non-retrofit column without FRP and two models with retrofitted FRP by carbon or CRFP and glass or GFRP. Those two materials have advantages under different conditions, so that this enhancement can install under different risks and circumstances. The column capacity increase wrapping CFRP reached more than 10 % compared with the non-retrofit column. Wrapping GFRP represents that column capacity failure resistance is more significant than CFRP in internal and aggressive environment types.","PeriodicalId":34836,"journal":{"name":"Prokons","volume":"13 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78978551","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 SHEET PILE SEBAGAI PERKUATAN TEBING SUNGAI DONDANG DI LOKASI PROYEK BLC2 PT. KUTAI ENERGI, KABUPATEN KUTAI KARTANEGARA, KALIMANTAN TIMUR

Prokons Pub Date : 2022-12-01 DOI: 10.32497/wahanats.v27i2.4148

Arief Nugraha Pontoh, Muhammad Fachri W. Ramadhan

引用次数: 0

ANALISIS PERBEDAAN PENGARUH PENGGUNAAN VINYL DAN KARPET SEBAGAI PENUTUP LANTAI TERHADAP KENYAMANAN TERMAL PADA KAMAR HOTEL (Studi Kasus : Hotel Grasia Semarang) 分析乙烯基和地毯对酒店房间热舒适的影响(案例研究:Grasia Semarang)

Prokons Pub Date : 2022-12-01 DOI: 10.32497/wahanats.v27i2.4144

Amelia Luisa, Seli Astriani, M. Mukhlisin, S. Sutarno

引用次数: 0

KAJIAN PENURUNAN TANAH TIMBUNAN PENYEBAB KERETAKAN STRUKTUR RIGID PAVEMENT DENGAN MENGGUNAKAN METODE ASAOKA (Studi Kasus Proyek Pembangunan Jalan XYZ) 采用ASAOKA方法(XYZ街建设项目案例研究)对锯齿形结构裂缝原因的沉积物减少研究

Prokons Pub Date : 2022-12-01 DOI: 10.32497/wahanats.v27i2.4149

S. Supriyadi, J. Junaidi, A. Wahyuni, M. R. Mubarok

{"title":"KAJIAN PENURUNAN TANAH TIMBUNAN PENYEBAB KERETAKAN STRUKTUR RIGID PAVEMENT DENGAN MENGGUNAKAN METODE ASAOKA (Studi Kasus Proyek Pembangunan Jalan XYZ)","authors":"S. Supriyadi, J. Junaidi, A. Wahyuni, M. R. Mubarok","doi":"10.32497/wahanats.v27i2.4149","DOIUrl":"https://doi.org/10.32497/wahanats.v27i2.4149","url":null,"abstract":"Rigid pavement work on the XYZ Road Construction Project experienced a problem, namely the occurrence of cracks in the rigid pavement structure above the box culverts under which soil improvement was carried out using embankment soil. The purpose of this study is to analyze the factors that cause settlement of the embankment that causes the rift of the rigid pavement structure on box culverts built on embankment soil so that the results can be used as a reference for handling or repairing rigid pavement work on box culverts with a structure piled up soil in subsequent segments. From the results of the analysis it can be seen that the process of casting rigid pavement was carried out at two points, namely Point 1 and Point 2 where after casting the rigid pavement, the subgrade beneath it still experienced a decrease of 10 mm and 6 mm. This decline occurred for up to 3 months and caused cracks in the rigid pavement structure above it. This is due to the difference in settlement of the box culvert which was initially assumed not to have decreased again with the surrounding embankment which was still experiencing settlement. In addition, the results of the analysis show that the rigid pavement design uses a single reinforcement so that the capacity of the concrete (Mu) is less than the weight of the concrete itself which causes the concrete to crack.","PeriodicalId":34836,"journal":{"name":"Prokons","volume":"36 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87719818","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

PERBAIKAN TANAH PROBLEMATIK LEMPUNG LUNAK DENGAN METODE STABILISASI KIMIAWI DITINJAU DARI NILAI KADAR AIR DAN INDEKS PLASTISITAS 用稳定化学方法修复软粘土问题土壤取决于含水量和可塑性指数

Prokons Pub Date : 2022-12-01 DOI: 10.32497/wahanats.v27i2.4145

S. Syahril, Agus Suyono, Much Muchtar, H. Hendry, Rio Prajudi, Raihan Riandi

{"title":"PERBAIKAN TANAH PROBLEMATIK LEMPUNG LUNAK DENGAN METODE STABILISASI KIMIAWI DITINJAU DARI NILAI KADAR AIR DAN INDEKS PLASTISITAS","authors":"S. Syahril, Agus Suyono, Much Muchtar, H. Hendry, Rio Prajudi, Raihan Riandi","doi":"10.32497/wahanats.v27i2.4145","DOIUrl":"https://doi.org/10.32497/wahanats.v27i2.4145","url":null,"abstract":"Soft clay soils generally have unfavorable characteristics or properties, when used as a basis for a construction. The characteristics of soft clay soil are having high soil compressibility, low carrying capacity, low permeability value, being cohesive and having a high level of soil activity. One form of effort to improve the characteristics of the soil's bad properties is to carry out stabilization. Stabilization is an activity of mixing soil with certain materials, and is expected to react with the soil, so that the soil characteristics become better. The methodology applied in this study is chemical stabilization, with mineral materials in the form of marble ash waste with 4 different types of variants. Based on the test results, there was a decrease in the value of the water content and soil plasticity index (PI) of 44.94% in variant 3 (20% marble ash waste) compared to the original soil. It is estimated that there is a reaction from the marble ash on soft clay soil, namely in the form of absorption of excess water contained in the soil and voids contained in the soil filled with marble waste, so that the adhesion between particles becomes better.","PeriodicalId":34836,"journal":{"name":"Prokons","volume":"67 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90690207","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

DEEP WELL WATER TREATMENT PLANNING IN KLUNGKUNG REGENCY WITH GRANULAR ACTIVATED CARBON (GAC) UNIT PROCESS 颗粒活性炭(gac)单元工艺处理深井水的规划

Prokons Pub Date : 2022-12-01 DOI: 10.32497/wahanats.v27i2.4150

Ni Kadek Dian Utami Kartini, Nurul Baiti Listyendah Zahra, Ariyanti Sarwono, I. W. Koko Suryawan

引用次数: 0

BENDING AND BUCKLING STRENGTH CONCRETE WITH COARSE AGGREGATE REPLACEMENT WASTE PLASTIC BAGS 抗弯屈曲强度混凝土用粗骨料代替废塑料袋

Prokons Pub Date : 2022-12-01 DOI: 10.32497/wahanats.v27i2.4146

Sudarmono Sudarmono, Karnawan Joko Setyono, Anung Suwarno

引用次数: 0

PRESERVASI JALAN NASIONAL SIMPANG LAGO-SIMPANG BUATAN KABUPATEN SIAK BERDASARKAN UMUR SISA PERKERASAN

Prokons Pub Date : 2022-12-01 DOI: 10.32497/wahanats.v27i2.4151

Benny Hamdi Rhoma Putra, Yosi Alwinda, M. R. Aka Yogi

引用次数: 0

PEMETAAN POTENSI BANJIR WILAYAH PERKOTAAN DI KECAMATAN SEMATANG BORANG PALEMBANG

Prokons Pub Date : 2022-12-01 DOI: 10.32497/wahanats.v27i2.4142

E. Edison, A. Syarifudin

{"title":"PEMETAAN POTENSI BANJIR WILAYAH PERKOTAAN DI KECAMATAN SEMATANG BORANG PALEMBANG","authors":"E. Edison, A. Syarifudin","doi":"10.32497/wahanats.v27i2.4142","DOIUrl":"https://doi.org/10.32497/wahanats.v27i2.4142","url":null,"abstract":"Based on the land use of the city of Palembang in the Sematang Borang sub-district, there are still catchment areas or swamp areas which are areas that must continue to be considered regarding water resources. The Semang Borang area is currently still in the safe category in the catchment area, but based on the structure of the spatial pattern, the area is in the medium housing category.This study aimed to 1) analyze land use and river network in Sematang Borang District, 2) analyze areas that have the potential to be inundated by tidal floods in Sematang Borang District, 3) analyze the area of land use affected by flood inundation in Sematang Borang District. This study applied survey method and data recapitulation obtained through secondary data from several agencies related to flooding and the River Basin in the Borang River, Sematang Borang District, Palembang City. Based on the results of the analysis of land use maps and river network systems, there are still swamps or open spaces that can be used as water catchments. The magnitude of the potential flood inundation can be observed through a map based on a field inventory with 14 inundation locations. Based on the calculation of rain with a 2-year period of conditions, the river catchment area is still in a safe condition. However, the period 5,10,25,50,100 is in the category of flood hazard. The land area based on the analysis of the area affected by the flood is 845 ha or 8.45 km or 23% of the area of Sematang Borang District of 36.97 km. The factors that affect the height of inundation or flooding in the upstream and downstream areas in terms of land geography, land structure, and drainage system are changes in land use from swamp to medium housing.","PeriodicalId":34836,"journal":{"name":"Prokons","volume":"371 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84929703","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