Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan最新文献_第4页

Experimental Study of Concrete Making Using Recycled Coarse Aggregate 再生粗骨料制混凝土试验研究

Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Pub Date : 2022-09-15 DOI: 10.30736/cvl.v7i2.858

Moch Reza Maskur, Zendy Bima Mahardana, Ibra Dewandono, Afan Ridlo Abdulloh, M. Akbar, Moch Okhynawa, Ronaldin Lindimeha

{"title":"Experimental Study of Concrete Making Using Recycled Coarse Aggregate","authors":"Moch Reza Maskur, Zendy Bima Mahardana, Ibra Dewandono, Afan Ridlo Abdulloh, M. Akbar, Moch Okhynawa, Ronaldin Lindimeha","doi":"10.30736/cvl.v7i2.858","DOIUrl":"https://doi.org/10.30736/cvl.v7i2.858","url":null,"abstract":"Concrete is a form of construction in the form of a composite material consisting of a mixture of fine aggregate, coarse aggregate, cement, and water. However, in certain cases, the concrete application is often a problem, especially the lack of a minimal amount of coarse aggregate material, increasing material prices. Recycled concrete aggregate (RCA) is an embodiment of concrete composed of recycled materials. Recycled material is obtained from fragments or remnants of the demolition of unused concrete. The method used to make concrete from the constituent materials using concrete waste as coarse aggregate per the rules of science is experimental. The tests are the aggregate moisture content test, the mud content test, the coarse aggregate abrasion test, the slump test, and the concrete compressive strength test at 28 days of treatment. The compressive strength results showed that the normal concrete sample could reach FC 18.53 MPa. The concrete sample using recycled coarse aggregate reached FC 23.79 MPa, so using recycled materials for manufacturing concrete can achieve the planned target","PeriodicalId":282199,"journal":{"name":"Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan","volume":"21 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-09-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129436134","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

Analysis of the Causes of Road Damage 道路损坏原因分析

Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Pub Date : 2022-04-12 DOI: 10.30736/cvl.v7i1.793

E. H. Manurung, Kasimir Sawito, Aryo Satoto, Nurbaya Tuanany

{"title":"Analysis of the Causes of Road Damage","authors":"E. H. Manurung, Kasimir Sawito, Aryo Satoto, Nurbaya Tuanany","doi":"10.30736/cvl.v7i1.793","DOIUrl":"https://doi.org/10.30736/cvl.v7i1.793","url":null,"abstract":"The background of this research is the existence of roads is needed to support the rate of economic growth, agriculture, social, cultural and other sectors. While in reality, the condition of road construction is often not followed by good maintenance, causing various kinds of problems. There are alternative solutions to repair road pavements which can be classified into 2 types, namely functional repairs and structural repairs. This research is a qualitative descriptive research on secondary data collection, which aims to study the literature through the collection, comparison and inventory of previous studies on road pavement damage, the aspects that cause it, and effective countermeasures to overcome it and provide an overview of road pavement damage and aspects that cause the limitations of several areas that are the object of research. for growing crops. and cyclic triaxial undrained tests were performed on Shanghai clay through simultaneously varying the torsional shear stress and the normal stresses. Experimental results show that the accumulated undrained responses of clay at different stress levels can be described by the shakedown approach. The permanent strain and energy dissipation were used to classify the accumulated deformation patterns, including plastic shakedown, cyclic plastic creep and ratcheting (incremental instability). For the plastic shakedown, the IPC (increment per cycle) of permanent axial strain becomes negligible and the IPC (area of hysteretic loop per cycle) of energy dissipation tends to reach a low constant level after cycling. For the cyclic plastic creep, the IPC of permanent axial strain (plastic strain increment per cycle) and the IPC","PeriodicalId":282199,"journal":{"name":"Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-04-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115860570","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

Maximum Utilization of Cocopeat Waste as a Substitute Material for Fine Aggregates On Paving Blocks Was Engineered 设计了最大限度地利用鸡粪废料替代细集料的铺装材料

Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Pub Date : 2022-03-15 DOI: 10.30736/cvl.v7i1.791

Dwi Kurniati

{"title":"Maximum Utilization of Cocopeat Waste as a Substitute Material for Fine Aggregates On Paving Blocks Was Engineered","authors":"Dwi Kurniati","doi":"10.30736/cvl.v7i1.791","DOIUrl":"https://doi.org/10.30736/cvl.v7i1.791","url":null,"abstract":"Waste utilization can be done in various ways, one of the wastes used in this study is cocopeat waste. Cocopeat is a coconut pulp powder commonly used to cultivate plants. But this time, this waste is processed into a paving block mixture. The goal is to find out the strong press and quality resulting from the utilization of cocopeat in the manufacture of paving blocks. The method used refers to SNI 03-0691-1996. The first step of coconut pulp is destroyed, then used as a paving block mixture as a sand substitution. Cocopeat substitution paving block testing with percentages of 0.6%, 0.8%, 1%, 1.2%, 1.4%, 1.6%, 1.8%, 2%, and 2.2%. The total compressed strong test sample conducted amounted to 90 pieces with a test object size of 150x100x60 mm. The average compressive force generated by each percentage is 0.6% of the 14.71 MPa, 0.8% of 13.56 MPa, 1% of 13.76 MPa, 1.2% of 14.74 MPa, 1.4% of 14.13 MPa, 1.6% of 13.08 MPa, 1.8% of 12.43 MPa, 2% of 13.22 MPa, and 2.2% of 10.33 MPa. In conclusion from the test results, cocopeat substitution paving blocks have an average grade C quality that can be used for pedestrians, so this mixture can be recommended.","PeriodicalId":282199,"journal":{"name":"Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan","volume":"27 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-03-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125237081","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

Analysis of Development Planning for Infrastructure with Land Consolidation Concept in the Mandalika Special Economic Zone (SEZ) 基于土地整理理念的曼达里卡经济特区基础设施发展规划分析

Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Pub Date : 2022-03-15 DOI: 10.30736/cvl.v7i1.774

Baiq Elny Susanti, Ngudiyono Ngudiyono, Muhajirah Muhajirah

{"title":"Analysis of Development Planning for Infrastructure with Land Consolidation Concept in the Mandalika Special Economic Zone (SEZ)","authors":"Baiq Elny Susanti, Ngudiyono Ngudiyono, Muhajirah Muhajirah","doi":"10.30736/cvl.v7i1.774","DOIUrl":"https://doi.org/10.30736/cvl.v7i1.774","url":null,"abstract":"Mandalika Special Economic Zone (SEZ) a national priority super tourism destination. The plan for holding an international MotoGP event requires the preparation of supporting infrastructure development. One of the pressing issues needing resolution is land conditions for permanent relocation. From a technical point of view, the land is still in the form of terracing, road access to the location is heavily damaged and some of the roads are unpaved. In addition, the relocation settlement area does not yet have public infrastructure. In this study sought to determine a strategy of funding sources for infrastructure development as well as priority factors for planning the development of infrastructure with the concept of land consolidation. The analysis in this study was carried out using Analytical Hierarchy Process (AHP) technique, showing that environmental factors had the highest weight of 0.414, followed by infrastructural with 0.295, economy with 0.157 and social factors with 0.133. For alternative factors, accessibility had a weight of 0.167, price had a weight of 0.148, quality had a weight of 0.161, location had a weight of 0.201, infrastructure had a weight of 0.176 and tradition had a weight of 0.144.","PeriodicalId":282199,"journal":{"name":"Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan","volume":"30 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-03-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124920076","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

An Easy Way To Determine The Flexural Quality Of Asphalt Is Using ASTM D113 – 07 and SNI 2432:2011 ASTM D113 - 07和SNI 2432:2011是测定沥青弯曲质量的一种简便方法

Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Pub Date : 2022-03-15 DOI: 10.30736/cvl.v7i1.751

Andri Dwi Cahyono, S. Pratama, Puput Bopin Laso, Lina Budi Lestari, Puji Rahayu Febyningtyas, Candra Dwi Saputra, Febyinia Ananda Putri

{"title":"An Easy Way To Determine The Flexural Quality Of Asphalt Is Using ASTM D113 – 07 and SNI 2432:2011","authors":"Andri Dwi Cahyono, S. Pratama, Puput Bopin Laso, Lina Budi Lestari, Puji Rahayu Febyningtyas, Candra Dwi Saputra, Febyinia Ananda Putri","doi":"10.30736/cvl.v7i1.751","DOIUrl":"https://doi.org/10.30736/cvl.v7i1.751","url":null,"abstract":"Asphalt is a material that has non-volatile properties and softens gradually when heated and functions as a binder for aggregates and as a surface covering material to make it impermeable to water. However, asphalt also has a weakness. Namely, it is easy to crack and be damaged when vehicles pass through the main road. To overcome cracked and worn roads, it is necessary to test the ductility of asphalt so that the road becomes flexible/plastic. This ductility test is very important because it greatly affects the pavement layer; Therefore, a ductility test is needed to determine the level of plasticity of an asphalt. The asphalt ductility test method refers to the specifications of ASTM D113 – 07 and SNI 2432:2011 with 3 samples of test objects and a test instrument called a ductilometer of type TAS – 250. Based on the ductility test, the asphalt ductility reaches an average elongation of 117.33 cm; This value indicates that the plasticity level of the asphalt has met the specifications and can be used in sustainable pavement construction layers because it has good plasticity.","PeriodicalId":282199,"journal":{"name":"Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan","volume":"2 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-03-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114292524","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

Risk Analysis of Surabaya – Bojonegoro Highway Improvement Project Based on Fuzzy Logic 基于模糊逻辑的泗水-波戎哥罗公路改造项目风险分析

Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Pub Date : 2022-03-15 DOI: 10.30736/cvl.v7i1.789

N. N. Rodhi

引用次数: 1

Determination Of The Zero Point Of Building Construction In Area C Of Kadiri University With Polygon Mapping 用多边形映射法确定卡迪里大学C区建筑施工零点

Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Pub Date : 2022-03-15 DOI: 10.30736/cvl.v7i1.771

Wiwit Mely Yanti Jannah, Z. B. Mahardana, Rama Putra Nugraha, Onie Wardani, Miya Setiyo Asih, Dwi Irin Mariana, Dodi Setiawan

{"title":"Determination Of The Zero Point Of Building Construction In Area C Of Kadiri University With Polygon Mapping","authors":"Wiwit Mely Yanti Jannah, Z. B. Mahardana, Rama Putra Nugraha, Onie Wardani, Miya Setiyo Asih, Dwi Irin Mariana, Dodi Setiawan","doi":"10.30736/cvl.v7i1.771","DOIUrl":"https://doi.org/10.30736/cvl.v7i1.771","url":null,"abstract":"Area C of Kadiri University is an empty land located west of the campus area. The land is planned to construct buildings C, D, and E as a projected study area. In carrying out infrastructure development, it is necessary to have a mapping framework to coordinate building plans. Determining the zero point of action requires a land survey to determine the strategic position and the need for excavation or fill. The method used is a closed polygon with vertical and horizontal theodolite shooting tools. The results of the field details showed several projections of the building plan column from survey data on the location of the P1 device with coordinates 31900'43\" elevation 123.93 MASL to the northern azimuth value, location P2 with coordinates 291035'48\" elevation 125.07 MASL to azimuth P1, location P3 with coordinates 302023'58\" elevation 124.179 MASL to azimuth P2, location P4 with coordinates 29040'50\" elevation 123.96 MASL to azimuth P3 and location P5 at coordinates 193056'47\" elevation 124.48 MASL to azimuth P4. The land measurement survey data can be projected as a reference image of development and a determinant of zero point (beginning) in acting.","PeriodicalId":282199,"journal":{"name":"Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan","volume":"8 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-03-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123537155","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

Effect of Adding Fly Ash and Rice Husk Ash on Compressive Strength to Meet the fc'35 MPa Concrete Quality 掺加粉煤灰和稻壳灰对混凝土抗压强度的影响，以满足35 MPa混凝土质量要求

Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Pub Date : 2022-03-15 DOI: 10.30736/cvl.v7i1.778

Mardiaman Mardiaman, Hikma Dewita

引用次数: 0

Split Tensile Strength of Self Compacting Concrete with Artificial Lightweight Aggregate 人工轻骨料自密实混凝土的劈裂抗拉强度

Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Pub Date : 2022-03-15 DOI: 10.30736/cvl.v7i1.779

Dhiafah Hera Darayani

{"title":"Split Tensile Strength of Self Compacting Concrete with Artificial Lightweight Aggregate","authors":"Dhiafah Hera Darayani","doi":"10.30736/cvl.v7i1.779","DOIUrl":"https://doi.org/10.30736/cvl.v7i1.779","url":null,"abstract":"Earthquake damage to buildings is directly proportionate to the weight of the structure. Selfcompacting concrete is a type of concrete that can consolidate without the use of vibrator. To minimize damage structures caused by earthquakes, infrastructure development needs lighter materials and superior workmanship. Lightweight aggregate can reduce weight of the structure, SCC with ALWA is a solution to reduce dead load of the structure with ease of execution. The purpose of this study is to see how much the split tensile strength influences the composition of ALWA as coarse aggregate substitute in Normal Concrete and SCC. The proportions of ALWA that substituted into concrete were 0%, 15%, 50% and 100%. There are 24 cylindrical specimens, each measuring 100 mm in diameter and 200 mm in height. The analysis was carried out using ASTM C 496/C 496M. The results of split tensile strength show that the higher variation in the composition of ALWA, the lower split tensile strength produced. The addition of ALWA as a substitute for coarse aggregate in a mixture of normal and SCC concrete was most effective at 15% ALWA with a split tensile strength of normal concrete 2.23 MPa and SCC 2.32 MPa.","PeriodicalId":282199,"journal":{"name":"Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan","volume":"383 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-03-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125090762","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

Theoretical and Experimental Analysis of Concrete Stress-Strain with Artificial Coarse Aggregates and Steel Fibers 人工粗骨料与钢纤维混凝土应力-应变的理论与试验分析

Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Pub Date : 2022-03-15 DOI: 10.30736/cvl.v7i1.790

M. Wulandari

{"title":"Theoretical and Experimental Analysis of Concrete Stress-Strain with Artificial Coarse Aggregates and Steel Fibers","authors":"M. Wulandari","doi":"10.30736/cvl.v7i1.790","DOIUrl":"https://doi.org/10.30736/cvl.v7i1.790","url":null,"abstract":"Artificial coarse aggregates is an innovation to replace natural coarse aggregate. In this study, the material used for the preparation of coarse aggregate is industrial waste, namely Expanded Polystyrene (EPS). The purpose of using this s in addition to knowing the magnitude of the compressive strength, it is also necessary to know the amount of strain that occurs when the concrete receives a load. In addition to improving the performance of compressive strength, steel fibers are also added to the concrete mixture. The method used in this research is experimental and analyzed with a mathematical model to determine the theoretical modeling of the stress-strain curve. The experimental test results show that the use of steel fibers can increase the compressive strength of normal concrete while the effect of this artificial coarse aggregates can increase the strain value by 39% of normal concrete. The results of experimental and theoretical comparisons of mixture composition which are considered to be closest to the stress-strain curve of normal concrete are concrete with a mixture of 15% artificial coarse aggregates and concrete with a mixture of 15% artificial coarse aggregates and 0,75% steel fibers.","PeriodicalId":282199,"journal":{"name":"Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan","volume":"19 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-03-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124443807","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