Jurnal Riset Rekayasa Sipil最新文献_第4页

TINJAUAN PENENTUAN PARAMETER KEKUATAN GESER TANAH DENGAN KORELASI HASIL UJI PENETRASI STANDAR (SPT) DAN BATAS-BATAS ATTERBERG DENGAN PENGUJIAN TRIAXIAL PADA TANAH DI BOYOLALI 概述了地面滑动参数与标准渗透测试结果(如)和ATTERBERG边界相关，并在BOYOLALI的土壤上进行TRIAXIAL测试

Jurnal Riset Rekayasa Sipil Pub Date : 2021-09-30 DOI: 10.20961/jrrs.v5i1.47865

I. Perdana, Yusep Muslih Purwana, B. Setiawan

引用次数: 0

HUBUNGAN DAYA DUKUNG AKSIAL PONDASI TIANG TUNGGAL PADA TANAH LEMPUNG 取决于粘土上单个桅杆的轴上的力连接

Jurnal Riset Rekayasa Sipil Pub Date : 2021-09-30 DOI: 10.20961/jrrs.v5i1.42677

Muh. Rivai Mi’roj, Niken Silmi Surjandari, B. Setiawan

{"title":"HUBUNGAN DAYA DUKUNG AKSIAL PONDASI TIANG TUNGGAL PADA TANAH LEMPUNG","authors":"Muh. Rivai Mi’roj, Niken Silmi Surjandari, B. Setiawan","doi":"10.20961/jrrs.v5i1.42677","DOIUrl":"https://doi.org/10.20961/jrrs.v5i1.42677","url":null,"abstract":"Daya dukung pondasi tiang ditentukan berdasarkan pelekatan tiang dengan tanah dan tahanan ujung. Pada saat pemancangan nilai daya dukung dari masing – masing pondasi tiang tunggal dapat diketahui dengan cara melakukan pengujian beban tiang terhadap gaya aksial . Salah satu pengujian yang dapat dilakukan adalah tes PDA. Penelitian ini bertujuan untuk mencari persamaan daya dukung tiang berdasarkan hasil PDA dengan daya dukung tiang berdasarkan data SPT dan daya dukung tiang berdasarkan data laboratorium menggunakan metode elemen hingga dengan menggunakan tanah yang ada di wilayah Ngemplak Boyolali. Penelitian ini menggunakan data dari lapangan yang berupa data sekunder, kemudian dari data sekunder dianalisis dengan metode statistika untuk mendapatkan persamaan regresi linier. Dilanjutkan dengan uji statistik seperti uji t, uji normalitas, uji homogenitas dan uji linieritas. Hasil dari data yang dianalisis dengan metode statistika menghasilkan persamaan daya dukung tiang tunggal pada tanah lempung sebesar Q u(PDA) = 1,683*Q u(SPT) – 904,26 berdasarkan data SPT yang dianalisis menggunakan metode Briaud et Al (1985) dengan tingkat korelasi yang sangat kuat sebesar 81,44 %.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"532 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130279908","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

Estimasi Pemeliharaan Jalan Daerah Berdasarkan Program KRMS (Kabupaten Road Management System) Dan LCCA (Life Cycle Cost Analysis)

Jurnal Riset Rekayasa Sipil Pub Date : 2021-09-30 DOI: 10.20961/jrrs.v5i1.42423

W. Wahyudi, Florentina Pungky Pramesti, B. Setiawan

{"title":"Estimasi Pemeliharaan Jalan Daerah Berdasarkan Program KRMS (Kabupaten Road Management System) Dan LCCA (Life Cycle Cost Analysis)","authors":"W. Wahyudi, Florentina Pungky Pramesti, B. Setiawan","doi":"10.20961/jrrs.v5i1.42423","DOIUrl":"https://doi.org/10.20961/jrrs.v5i1.42423","url":null,"abstract":"Terdapat beberapa program pengelolaan anggaran biaya pemeliharaan jalan, salah satu yang banyak digunakan belakangan ini adalah LCCA ( Life Cycle Cost Analysis ). Disamping program tersebut, Kementerian PU memperkenalkan program KRMS ( Kabupaten Road Management System ) yaitu program baru yang bukan hanya menghitung anggaran biaya yang terdapat di perkerasan saja, melainkan menghitung pula anggaran komponen-komponen jalan daerah. Akan tetapi penggunaan program tersebut masih dalam masa percobaan, sehingga diperlukan sebuah penelitian untuk melihat sejauh mana program tersebut dapat digunakan dengan cara membandingkannya dengan program LCCA. Lokasi penelitian adalah sembilan ruas jalan Kabupaten Takalar, yang menghubungkan antara daerah di Kabupaten. Selain hal tersebut, penelitian ini juga menghitung analisis sensitivitas terhadap Program KRMS dan LCCA akibat perubahan parameter-parameter biaya pemeliharaan . Hasil yang diperoleh nilai t-hitung -0,631 setelah dikonsultasikan dengan t-tabel yaitu -2,306 sampai 2,306 thit berada dalam t-tabel, sehingga terdapat persamaan perhitungan antara KRMS dan LCCA. Selain itu dalam analisis sensitivitas, biaya pemeliharaan jalan dengan menggunakan KRMS maupun LCCA sensitif terhadap perubahan LHR dan tidak sensitif terhadap perubahan peningkatan harga bahan bangunan. Program KRMS lebih sensitif dari pada program LCCA terhadap perubahan yang terjadi pada LHR.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"415 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115983073","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 DILATASI TIPE ISOLATION JOINT DAN CONSTRUCTION JOINT TERHADAP DEFLEKSI LATERAL TIANG PANCANG DERMAGA

Jurnal Riset Rekayasa Sipil Pub Date : 2021-09-30 DOI: 10.20961/jrrs.v5i1.47115

Kuntoro Warso Nugroho, Yusep Muslih Purwana, B. Setiawan

{"title":"PENGARUH DILATASI TIPE ISOLATION JOINT DAN CONSTRUCTION JOINT TERHADAP DEFLEKSI LATERAL TIANG PANCANG DERMAGA","authors":"Kuntoro Warso Nugroho, Yusep Muslih Purwana, B. Setiawan","doi":"10.20961/jrrs.v5i1.47115","DOIUrl":"https://doi.org/10.20961/jrrs.v5i1.47115","url":null,"abstract":"Wharf is one of the buildings in the port that is used as a place to dock ships and carry out port activities. The wharf structure is divided into several systems that require Dilatation (Joint) to control the fracture of the structure and separate the two different structures. Wharf structure generally uses the Isolation Joint (IJ) type dilatation, while the Construction Joint (CJ) type is commonly used in structures on the ground. The type of restraints of the dilatation structure in the IJ type is modeled as free, while the CJ type is modeled as roll. This study studied the effect of the use of IJ and CJ type dilatation on the wharf structure on the top of plie deflection. Soil data in Mempawah Regency, West Kalimantan was used as a case example and the analysis process using the Finite Element Method software. The results showed that the greatest effect of combined loading on the top of pile deflection in the longitudinal direction in the IJ and CJ types was 6.3 cm (IJ) and 3.8 cm (CJ), occurred in extreme conditions, , while the transverse direction was 7.5 cm (IJ) and 6.8 cm (CJ) occurred when the dock received the ship's berthing load. Type CJ dilatation has an effect in reducing the longitudinal deflection of the top of pile by 38.93% and the transverse direction by 4.51%","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"70 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124403075","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

ANALISA KEKUATAN KOLOM GEDUNG RUMAH SAKIT TYPE C MEDAN LABUHAN PADA WILAYAH ZONA GEMPA YANG BERBEDA (STUDI KASUS) 分析地震区的C区野战医院大楼的强度(案例研究)

Jurnal Riset Rekayasa Sipil Pub Date : 2021-09-30 DOI: 10.20961/jrrs.v5i1.55468

Rizki Rahman, S. Sutrisno

{"title":"ANALISA KEKUATAN KOLOM GEDUNG RUMAH SAKIT TYPE C MEDAN LABUHAN PADA WILAYAH ZONA GEMPA YANG BERBEDA (STUDI KASUS)","authors":"Rizki Rahman, S. Sutrisno","doi":"10.20961/jrrs.v5i1.55468","DOIUrl":"https://doi.org/10.20961/jrrs.v5i1.55468","url":null,"abstract":"Indonesia is a country that is a often hit by disasters, this is due to the meeting of 4 tectonic plates of the earth. The city of Padang is right at the meeting between the Indo-Australian plate and Eurasia so that it puts the city of Padang as one of the cities prone to earthquakes. This research analyzes the type C hospital building that was originally designed in the Medan city location to be designed in Padang city with the aim to determine the strength of the structure and the need for the width of the column reinforcement in the building. The first step is to determine the spectral response value of the Padang region earthquake, a short period of 0.2 seconds Ss = 1,289 g and a period of 1 second S1 = 0.549 g. Second is calculating dead load, live load and static earthquake load equivalent to SNI 03-1726-2012 and force output in using ETABS software, and third is calculating the column reinforcement area requirements. The results of the analysis show that the width of the column reinforcement there is a difference = 4750.00 mm against field data = 6801.24 mm in the dimensions of the column 500 mm x 500 mm with a value of = 2051.24 mm and an increase in the value of the calculation reinforcement area in the 700 mm column x 700 mm is = 9800.00 mm from the field data = 9068.32 mm with a selection = 731.68 mm.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"32 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132576868","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

Rainwater harvesting for fish farming water requirements in Boyolali Regency, Indonesia 印度尼西亚Boyolali摄政区为满足养鱼用水需求而收集的雨水

Jurnal Riset Rekayasa Sipil Pub Date : 2021-09-30 DOI: 10.20961/jrrs.v5i1.48011

R. Hadiani, I. Septiariva, Solichin Solichin, Adi Yusuf Muttaqien, S. Sudarto

{"title":"Rainwater harvesting for fish farming water requirements in Boyolali Regency, Indonesia","authors":"R. Hadiani, I. Septiariva, Solichin Solichin, Adi Yusuf Muttaqien, S. Sudarto","doi":"10.20961/jrrs.v5i1.48011","DOIUrl":"https://doi.org/10.20961/jrrs.v5i1.48011","url":null,"abstract":"Climate change causes dry and rainy seasons to shift. Hydrology also shows that the number of rainwater changes with the uncertainty of its potential occurrence. In catfish farming and hydroponic farming, ensuring water availability is important for the sustainability of the project. Existing research is about managing rainwater, which can help partially supply water for both projects' benefit. The research location is in Jeron Village, Nogosari District, Boyolali Regency. Boyolali Regency is a 22 % residential area of the total area. It means 570 m3 potential storage. However, the result shows that only 17% of the roof area can collect rainfall for residential houses. In this study's residential case example, 17% of the roof area gives 97.8 m3 / year. The problem is that currently, there is no Rain Water Harvesting (RWH). A system capable of supporting the water supply. Using RWH provides a benefit based on the potential supply. This study highlights the potential benefits of using RWH. This pool yields a profit of up to (Indonesian Rupiah) IDR. 36,643,718 / month or IDR. 439,724.61 / year, with a probability of 80%. It means that in 5 years, it failed once. Moreover, water needs can supply from RWH.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"495 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134276011","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

KARAKTERISTIK UJI PROPERTIS DAN CAMPURAN BETON NORMAL 属性测试和普通混凝土混合物的特征

Jurnal Riset Rekayasa Sipil Pub Date : 2021-09-30 DOI: 10.20961/jrrs.v5i1.52251

Pratika Riris Putrianti, A. Setiawan

{"title":"KARAKTERISTIK UJI PROPERTIS DAN CAMPURAN BETON NORMAL","authors":"Pratika Riris Putrianti, A. Setiawan","doi":"10.20961/jrrs.v5i1.52251","DOIUrl":"https://doi.org/10.20961/jrrs.v5i1.52251","url":null,"abstract":"Normal concrete is another building material that is most widely used in the construction industry. Concrete is meant by reinforcing steel (wire, woven wire) in the concrete cross-section to improve tensile and flexural resistance. The concrete section transfers tensile stress to the reinforcing steel section, which has better tensile strength. Polymer materials that are more resistant to rust can also be used as reinforcement materials. Basically, concrete is made from a mixture of aggregates (fine and coarse), cement, water, and additives. In a concrete mix, the fine and coarse aggregates are bound to the cement matrix. The cement reaction between water and minerals in cement produces a strong matrix, holds the aggregate in place and gives the concrete compressive strength properties. In the current industrial era, material selection for a normal concrete feasibility test is quite challenging due to finding quality materials. Through a series of material feasibility tests for normal concrete mixtures, it is hoped that quality control will be in the use of superior materials. This research was conducted at the Laboratory of PT Jaya Beton Indonesia. Based on the properties test data on the aggregate and concrete materials, it can be concluded that the aggregate materials have met the specifications of the Indonesian National Standard and IJASE. So that the material can be used in the normal concrete mix plan stage (job mix formula) regarding the provisions of the grain gradation using the normal concrete manufacturing method listed in SNI 7656 of 2012 concerning Procedures for Making Normal Concrete. From the results of the trial mix of concrete in Table 20, the authors decided to use the concrete quality f'c 30 MPa with consideration of the effects of the compressive strength of the concrete being relatively stable in terms of deviation. Keywords: test aggregate properties, normal concrete aggregates, material characteristics, concrete mix","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130463402","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

PRELIMINARY STUDY ON PLASTICINE AS A SUBSTITUTE COHESIVE MATERIAL FOR GEOTECHNICAL PHYSICAL SOIL MODELING 塑料作为岩土物理模型中替代黏结材料的初步研究

Jurnal Riset Rekayasa Sipil Pub Date : 2021-03-10 DOI: 10.20961/JRRS.V4I2.49197.G30286

Y. Purwana, B. Setiawan, Raden Harya Danajaya, Brilliant Bagaskara

{"title":"PRELIMINARY STUDY ON PLASTICINE AS A SUBSTITUTE COHESIVE MATERIAL FOR GEOTECHNICAL PHYSICAL SOIL MODELING","authors":"Y. Purwana, B. Setiawan, Raden Harya Danajaya, Brilliant Bagaskara","doi":"10.20961/JRRS.V4I2.49197.G30286","DOIUrl":"https://doi.org/10.20961/JRRS.V4I2.49197.G30286","url":null,"abstract":"Plasticine is an artificial material made from solids such as gypsum, lime, mixed with petroleum jelly or micro wax and acid fat. The properties of plasticine are likely similar to natural clay and is influenced by oil content. The information about mechanical properties of plasticine is still very rare, and as such the study on it is riquired and must be conducted intensively. The preliminary laboratory study has been conducted to understand the behaviour of plasticines. Microwax and petroleum jelly based plasticines were utilised with the variation of oil content, whereas kaolin clay with the variation of water content is utilised as a reference material. The study is focusing on the stress-strain behaviour for both microwax and petroleum jelly based plasticines compared to the stress-strain behaviour of kaolin clay. This paper reports the result of preliminary investigation regarding the use of plasticine as an alternative artificial material for substitution of clay in soil modeling. Some engineering properties from unconfined compression strength (UCS) test and hand penetrometer are shown. The result indicates that the stress-strain behaviour of plasticine resembles the stress-strain behaviour of kaolin clay. The plasticine is suitable as a substitute cohesive material and it has a potential to be utilised for geotechnical material modelling in the future.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"61 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-03-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130464420","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

ANALISIS POLA OPERASI WADUK SANGIRAN 《歌剧分析》

Jurnal Riset Rekayasa Sipil Pub Date : 2020-09-30 DOI: 10.20961/JRRS.V4I1.44636.G28211

Rifki Maulana, Rr. Rintis Hadiani, Cahyono Ikhsan

{"title":"ANALISIS POLA OPERASI WADUK SANGIRAN","authors":"Rifki Maulana, Rr. Rintis Hadiani, Cahyono Ikhsan","doi":"10.20961/JRRS.V4I1.44636.G28211","DOIUrl":"https://doi.org/10.20961/JRRS.V4I1.44636.G28211","url":null,"abstract":"Dam is a reservoir that is needed to save water so that it can be used at the time needed both for irrigation, hydropower, and tourism. One of the Functional Dam in Indonesia is the Sangiran Dam. Sangiran Dam is located in Sumber Bening Village, Bringin District, Ngawi Regency, East Java Province. The Sangiran Dam is equipped with an overflow ogee crest type overflow building with side channels. Sangiran Dam gate type is slide gate with automatic operation using electric generator. The reservoir, which was operated starting in 2000, is designed to meet the needs of a plantation area of 1535 ha. However, in the operation that is needed in meeting the needs of irrigation air needs to be done in research the current operating patterns of the operating patterns that have been designed at the time of the reservoir design to compile an operating pattern that can meet water needs, at this time, looking for a relation between the elevation of reservoir water levels with an outflow discharge coming out of the reservoir. Based on the results of the analysis conducted on the current operating patterns are not in accordance with the pattern of initial design operations with an average deviation of 51.78% per year. This research is being carried out to analyze the optimal operating patterns of the Sangiran Dam and / or possible operating patterns in meeting water needs in the following years.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"434 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122726795","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

KONSEP WALKABILITY INDEX DAN PENANGANAN FASILITAS PEJALAN KAKI PADA KAWASAN JALAN PERKOTAAN DI INDONESIA 印度尼西亚城市街道区域步行设施的概念和行人设施的处理

Jurnal Riset Rekayasa Sipil Pub Date : 2020-09-30 DOI: 10.20961/JRRS.V4I1.44633.G28208

Dwi Erlangga, D. Handayani, Syafi’i Syafi’i

{"title":"KONSEP WALKABILITY INDEX DAN PENANGANAN FASILITAS PEJALAN KAKI PADA KAWASAN JALAN PERKOTAAN DI INDONESIA","authors":"Dwi Erlangga, D. Handayani, Syafi’i Syafi’i","doi":"10.20961/JRRS.V4I1.44633.G28208","DOIUrl":"https://doi.org/10.20961/JRRS.V4I1.44633.G28208","url":null,"abstract":"Walkability Index (WI) is a method to assess the walkability level on pedestrian facilities with the main components of: safety and security, convinience and attractiveness, as well as government policies. Generally, this method is utilized to review the pedestrian facilities walkability in urban areas, particularly in CBD (Central Business District) which is the hub for activities center, such as economic, business, education, healthcare, transit to tourism areas. The rapid development of activities leads to the increasing number of visitors in those areas, such as on Jalan Slamet Riyadi, Surakarta. This condition needs to be balanced with the availability of adequate facilities and infrastructure, one of them is the sidewalks to facilitate the pedestrian movement from one place to another. Indonesia did not have any assessment criteria for sidewalks in terms of scoring even though some variables on WI have already existed in the Circular Letter of the Minister of Public Works and Public Housing 02/SE/M/2018 on the Guidelines for Pedestrian Facility Planning. This paper presents the recommendation of assesment and category based on the regulation in Indonesia. It is expected to benefit the determination of priority on pedestrian facility handling in the field. Literature study as the foundation of this paper attempts to accomodate the pedestrian facility variables contained in the regulation of Indonesia using the scoring method with several recommendations in the category of handling, with the basis of WI analysis method. The results of the analysis show that there are 3 variables that need to be considered more in the planning criteria for sidewalk in Indonesia that affect the determination of handling recommendation including the supporting and additional facilities, facilities for disabled pedestrians, and the needs of wide space for pedestrians.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"14 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128578542","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