Applied Research on Civil Engineering and Environment (ARCEE)最新文献_第2页

Nanofiber Cellulose Cocoa’s Hardboard on Compression Strength and Termite Resistance 纳米纤维可可硬纸板的抗压强度和抗白蚁性能

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2022-10-26 DOI: 10.32722/arcee.v3i03.4603

Hendrian Budi Bagus Kuncoro, Zulmahdi Darwis, Amelia Rizqiyanti

{"title":"Nanofiber Cellulose Cocoa’s Hardboard on Compression Strength and Termite Resistance","authors":"Hendrian Budi Bagus Kuncoro, Zulmahdi Darwis, Amelia Rizqiyanti","doi":"10.32722/arcee.v3i03.4603","DOIUrl":"https://doi.org/10.32722/arcee.v3i03.4603","url":null,"abstract":"Each year’s use of wood needs increases, but the resulting wood production is not in proportion to meet that need. The effort is required to overcome this by using a wood substitute that includes wood-based fiberboard. The manufacture of fiberboards requires a chemical base for adhesive, which can be used to reduce the use of chemicals and thus be used in the cacao fruit’s nanofibers. Related to wood materials, the natural enemy most damaging of these materials is termites. Termites are wood-eating insects that can reduce the quality of timber, for handling this a curing process can be employed using a sourced leaf with an antifeedant. The purpose of this study is to identify the compression failure and resilience of the fiberboard termites after being given an extract of cocoa skin and soursop leaves. Dimension of compression specimens is 200 mm x 50 mm x 30, compression perpendicular is 150 mm x 50 mm x 30 mm and terminate resistence is 70 mm x 50 mm x 150 mm with hollow’s diametres 2 mm deep 1 cm. The standard that used to measure compression is SNI 03-3958-1995 and termite resistance of hardboard is SNI SNI 01-7207-2006. The extra variety used is 0%, 10%, 15%, 20% and 25%. Each variation will be done with a compression failure and termite resistance. Three different test items will be made with a total of 30 test items. Research shows compression failure parallel in strong class V wood, while compression failure perpendicular is included in the E5 quality code. Termite resistance 0%, 10% and 15% include C level damage while at 20% and 25% variation, including B damage.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-10-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126051468","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 Soil Type on Lateral Displacement of Reinforced Concrete Building 土体类型对钢筋混凝土建筑侧移的影响

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2022-10-26 DOI: 10.32722/arcee.v3i03.4965

Dermawan Zebua, L. S. Wibowo

{"title":"Effect of Soil Type on Lateral Displacement of Reinforced Concrete Building","authors":"Dermawan Zebua, L. S. Wibowo","doi":"10.32722/arcee.v3i03.4965","DOIUrl":"https://doi.org/10.32722/arcee.v3i03.4965","url":null,"abstract":"As has happened in various cases of earthquakes, the impact caused by each earthquake event varies, because the earthquake shaking that occurs on the ground is not only influenced by the distance and strength of the earthquake, but also by local soil conditions which are related to the amplification phenomenon. earthquake waves are influenced by the type and thickness of the soil/sediment layer above the bedrock. Reinforced concrete storey buildings are designed to withstand both vertical and horizontal loads. The taller the building, the greater the lateral load that will be received by the building structure. In the design of earthquake-resistant structures, the inelastic behavior of the structure is highly expected for the occurrence of earthquake energy dispersion during both moderate and strong earthquakes. In earthquake-prone countries such as Indonesia, it is required to comply with applicable national standards and the structure can still function and be safe from earthquakes affected by the earthquake. The purpose of this study was to determine how much influence the type of soil has on the lateral displacement of a 10-story reinforced concrete building using shear walls in accordance with earthquake building regulations (SNI 1726, 2019) and loading (SNI 1727, 2020). The results obtained that soft soil types have the largest displacement value with a value of 91,831 mm and hard rock soil types have the smallest displacement value with a value of 44,114 mm.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-10-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129729673","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

Stability Analysis of Cut Slope Using RMR and SMR 基于RMR和SMR的路堑边坡稳定性分析

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2022-10-26 DOI: 10.32722/arcee.v3i03.4783

Trihaningsih Puji Astuti, I. Indrawan, D. Barianto

{"title":"Stability Analysis of Cut Slope Using RMR and SMR","authors":"Trihaningsih Puji Astuti, I. Indrawan, D. Barianto","doi":"10.32722/arcee.v3i03.4783","DOIUrl":"https://doi.org/10.32722/arcee.v3i03.4783","url":null,"abstract":"The Planjan - Tepus road is built on a slightly steep karst morphology, necessitating slope excavation works. Slope stability is one of the elements to consider, particularly in slope excavation work. The excavation depth of the slopes sampled in this research is up to 48 meters. It is critical to undertake slope stability analysis quickly, precisely, and safely. For rapidly examining slopes, empirical approaches such as Rock Mass Rating (RMR) and Slope Mass Rating (SMR) can be utilized. An examination of the limit equilibrium method was performed using Rocscience Slide v.6.0 software to assure the slope stability level further. The limit equilibrium method used is Morgenstern-Price and Spencer. The value of slope stability analysis using the RMR method is 41-53, and the rock mass quality is categorized as class III (fair). The value of slope stability analysis using the SMR method 41-53, the rock mass quality is categorized as class III (normal), with slope stability in partially stable conditions. Slope stability using the limit equilibrium method produces a safety factor value of 1.670 - 1.680 for conditions without seismic loads and 1.137 - 1.154 for conditions with seismic loads. According to the findings of this analysis, the slope is in stable (safe) conditions.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"120 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-10-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116367513","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

Estimation of Disaster Evacuation Shelter Capacity of Hitoyoshi City, Japan 日本仁吉市灾害疏散避难所容量估算

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2022-10-26 DOI: 10.32722/arcee.v3i03.4600

Arbi Surya Satria Ridwan, R. Homma, Hang Liu

{"title":"Estimation of Disaster Evacuation Shelter Capacity of Hitoyoshi City, Japan","authors":"Arbi Surya Satria Ridwan, R. Homma, Hang Liu","doi":"10.32722/arcee.v3i03.4600","DOIUrl":"https://doi.org/10.32722/arcee.v3i03.4600","url":null,"abstract":"Heavy rains since early July 2020 have caused flooding in the Kyushu area. The Kuma River overflowed due to heavy rain. The river itself located in Kumamoto Prefecture right in the Hitoyoshi city. Disaster shelter is one of the most important requirements for those evacuated in the event of a disaster. It is used to analyze the supply and demand of the shelter based on the distance from the point of application to the disaster evacuation shelter, using the P-median model. As a result, the demand for evacuation shelters in the city of Hitoyoshi is 48%, which indicates that the demand for evacuation centers in case of disaster is about half. In this study, the location-allocation method was used in ArcGis 10.6 to determine the supply-demand ratio for Hitoyoshi. These data are expected to be used to optimize the operation of shelters in the Hitoyoshi area, an area prone to disasters for future urban development. This allows evacuation or disaster safety planners to develop tools for their area during floods and provides a way to predict when an event will occur and when roads will become unsafe for the residents during the future evacuation process. When a natural disaster happens again in the future, the demand and supply of disaster evacuation shelters should be assessed to determine their total capacity.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"2015 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-10-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114649587","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

Slope Stability Analysis Using Finite Element Method on Tepus-Jerukwudel Road Tepus-Jerukwudel公路边坡稳定性有限元分析

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2022-10-26 DOI: 10.32722/arcee.v3i03.4801

Dian Rusmanawati, I. Indrawan, H. Setiawan

{"title":"Slope Stability Analysis Using Finite Element Method on Tepus-Jerukwudel Road","authors":"Dian Rusmanawati, I. Indrawan, H. Setiawan","doi":"10.32722/arcee.v3i03.4801","DOIUrl":"https://doi.org/10.32722/arcee.v3i03.4801","url":null,"abstract":"Tepus-Jerukwudel Road construction is one of the South Coast Java Road sections located in Gunungkidul Regency, Special Region of Yogyakarta. One of the hills with the deepest excavation depth is at STA 14+350. The research location includes the Punung Formation which is dominated by reef limestones. The existing rock lithology is floatstone. The depth of the road excavation is more than 20 meters. The slope design is 3V:1H. This research aimed to analyze the slope stability of the Tepus-Jerukwudel Road and assess the safety factor of the slope design. We used the finite element method (FEM) in the Rocscience Phase2 v8.0 software by applying the Generalized Hoek-Brown method for the rock failure criteria. The loads considered in the slope stability analysis were live loads, dead loads, surcharge loads, and seismic loads. The results of the slope analysis without seismic loads resulted in the safety factor values for the left and right slopes of 4,49 and 3,32, respectively. For seismic loads conditions, the safety factor values for the left and right slopes are 3,74 and 2,66. The results indicated that slope design of the road is in a stable condition in accordance with the estimated static and seismic loads.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-10-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128898451","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

Comparison of BIM and Conventional Method to Analyze Dimension and Volume of Abutment BIM与传统桥台尺寸、体积分析方法的比较

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2022-05-14 DOI: 10.32722/arcee.v3i02.4157

Rayhan Anugrah Yuliano, N. Martina, Safri .

{"title":"Comparison of BIM and Conventional Method to Analyze Dimension and Volume of Abutment","authors":"Rayhan Anugrah Yuliano, N. Martina, Safri .","doi":"10.32722/arcee.v3i02.4157","DOIUrl":"https://doi.org/10.32722/arcee.v3i02.4157","url":null,"abstract":"The development of the industrial era 4.0 is rapid, one of which is the BIM (Building Information Modeling) method for surveying activities, namely 3D Scanning. The 3D Scanning method, which can obtain millions of points in point clouds in one scan, is expected to provide higher accuracy and more efficient and effective operating time than conventional methods. Conventional methods, which still apply human plotting, require more time and human resources because they have to move from one point to another, and their accuracy is highly dependent on the quality of human resources. This research was conducted at the Interchange Project of the Batang Industrial Estate, Central Java, and aimed to compare the dimensions, volume, and shop drawings of the 3D Scanning method with the conventional method and the advantages of the 3D Scanning and Modeling method. The results obtained in this study are that there is an average dimension difference of 0.007 m from the shop drawing image, then there is a difference in the average coordinate point of 0.028 m which causes the Abutment position to shift from the shop drawing image. BIM is one method for get the volume of structures on Interchange Project with careful results and faster process. The calculated volume is based on shop drawings. The results showed that the difference between the conventional BIM method in the volume of concrete was 1.156%, and in the granular heap, there was a difference of 1.292%. The advantages of these 2 BIM methods are how they operate, which has started to implement an automation system and requires less time than conventional methods.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"263 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132146143","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

Kinematic Hardening Model Comparison of Square Hollow Section Under Cyclic Bending 循环弯曲作用下方形空心截面的运动硬化模型比较

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2022-05-14 DOI: 10.32722/arcee.v3i02.4530

A. R. Amalia, K. Ochi

{"title":"Kinematic Hardening Model Comparison of Square Hollow Section Under Cyclic Bending","authors":"A. R. Amalia, K. Ochi","doi":"10.32722/arcee.v3i02.4530","DOIUrl":"https://doi.org/10.32722/arcee.v3i02.4530","url":null,"abstract":"This study compares the different linearity of the kinematic hardening model of the Square Hollow Section (SHS) under cyclic bending loading. Four specimens of a simple support beam cyclically tested in previous research are listed as hot-rolled, hot-finished, and two cold-formed. Using the bilinear, multilinear, and Chaboche models, each specimen is modeled in kinematic hardening. The variables or node sets for each linearity model are estimated using tensile test data, and Chaboche variables are obtained using the least-square fitting method. Each linearity model for each specimen is built-in FEA using a shell model. The numerical model applied the same cyclic loading history as the previous test. The numerical analysis comparison concluded that Chaboche and the multilinear kinematic model generate the expected result fitted to test hysteresis of cold-formed one and cold-formed 2 SHS, but the bilinear models are not fitted. Moreover, all kinematic models are not fit for the hot-rolled and hot-finished SHS compared to the test hysteresis. So, for hot-rolled and hot-finished SHS, the combined hardening is suggested; there is a possibility it is because of the lower yield ratio that both sections have. Overall, during a cyclic bending analysis of cold-formed SHS, multilinear or Chaboche models are preferable if the data is limited.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"48 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125249119","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

Performance Evaluation of Highrise Building Structure Based on Pushover Analysis with ATC-40 Method 基于ATC-40法推覆分析的高层建筑结构性能评价

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2022-05-14 DOI: 10.32722/arcee.v3i02.4334

Dermawan Zebua, K. *

{"title":"Performance Evaluation of Highrise Building Structure Based on Pushover Analysis with ATC-40 Method","authors":"Dermawan Zebua, K. *","doi":"10.32722/arcee.v3i02.4334","DOIUrl":"https://doi.org/10.32722/arcee.v3i02.4334","url":null,"abstract":"The concept of earthquake-resistant buildings is very meaningful to try on buildings located in certain earthquake areas, especially in Indonesia considering the situation which is located in a shock area with a fairly high intensity of events. The purpose of this research is to determine the seismic performance criteria of the planned structure using the SMRF (Special Moment Resisting Frame) structural system from the results of the displacement values using the ATC-40 code, showing the yielding scheme (plastic joint distribution) that occurs from the calculation results of the software program, knowing the pattern of building collapse so that it can be known joint- joint that is damaged and damaged from the pushover analysis. From the results of the research, the building structure is able to provide nonlinear behavior which is indicated by the initial phase and the majority of the occurrence of plastic joints occurs in new beam elements and then column elements and has fulfilled the earthquake-resistant building concept, namely strong column - weak beam. The results of the structural performance evaluation according to the ATC-40 rule that the Performance Level of the SMRF building in the x and y directions is at a Performance Level of 0.011 in the Immediate Occupancy (IO) category where the building is safe during an earthquake, the risk of loss of life and structural failure is not too significant, the building does not experience significant damage, and can be reused and not disturbed by repair problems, where the strength and stiffness are approximately the same as the conditions before the earthquake.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"36 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128259983","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

Analysis of the Effect of Pavement Conditions on Vehicle Speed 路面条件对车速的影响分析

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2022-05-14 DOI: 10.32722/arcee.v3i02.4148

Sekar Ayu Kusumawardhani, Nuzul Barkah Prihutomo, Danang Eko Saputro

{"title":"Analysis of the Effect of Pavement Conditions on Vehicle Speed","authors":"Sekar Ayu Kusumawardhani, Nuzul Barkah Prihutomo, Danang Eko Saputro","doi":"10.32722/arcee.v3i02.4148","DOIUrl":"https://doi.org/10.32722/arcee.v3i02.4148","url":null,"abstract":"The Jakarta Outer Ring Road (JORR) Toll Road is a logistics route that acts as an essential transportation artery to facilitate logistics distribution. This toll road connects strategic locations to support logistics distribution. It can lead to the repetition of traffic loads, causing a decrease in the pavement quality marked by road damage. Road damage that occurs can reduce the level of safety and comfort of road users. To minimize accidents due to road damage, road users will drive their vehicles at lower speeds in locations/segments that have damage. In the study, the level of road damage was analyzed using the Pavement Condition Index (PCI) method. Vehicle speed using the time mean speed method and then statistically analyzed using linear regression using SPSS v.26 software to determine how much influence road pavement conditions have on vehicle speed. Based on the results of the analysis on the Jakarta Outer Ring Road (JORR) KM 35+000 – 45+000 toll road, the pavement conditions of the toll road are in the good category with various vehicle speeds for each group with a range of 44.80 km/hour to 79,98 km/hour and the effect of pavement conditions on vehicle speed is 51.6% for class 1 vehicle, 58,1% for class 2 vehicle, 42,2% for class 3 vehicle, 42,9% for class 4 vehicle, 44,8% for class 5 vehicle.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114354362","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

Soft Soil Consolidation with the Electroosmosis Effect 软土的电渗固结效应

Applied Research on Civil Engineering and Environment (ARCEE) Pub Date : 2022-05-14 DOI: 10.32722/arcee.v3i02.4386

Hurun Ain, Firman Kamil

{"title":"Soft Soil Consolidation with the Electroosmosis Effect","authors":"Hurun Ain, Firman Kamil","doi":"10.32722/arcee.v3i02.4386","DOIUrl":"https://doi.org/10.32722/arcee.v3i02.4386","url":null,"abstract":"Areas with geomorphology in plains or lowlands, such as Pontianak City, have soft soil and peat covering most of their area. Lands in areas with low soil bearing capacity, high water content, high compressibility properties, and high groundwater levels or even practically the same as the land surface. Theoretically, soil improvement is preferred over several other options such as relocation, redesign, and replacement of unsuitable soils. Electroosmosis is one of the effective methods to reduce the moisture content in soft clay to reduce the amount of settlement that occurs when loading is carried out. The use of electroosmosis by placing a conductor in the ground with a certain distance, then between the conductors, an electric current is given. By reducing the water content in the soil, the decrease in soil subsidence will decrease and increase the strength of the soil. This electroosmosis test was carried out in a laboratory with a test model using a PVC pipe tube with a length of 19 cm and a diameter of 15 cm using five conductor rods. The soil specimens are subjected to two cases: direct loading and preloading during the electroosmosis test. Tests were conducted to study the effect of the current magnitude applied with a particular voltage on the physical and mechanical properties of the soil. The tests showed a significant of settlement with 0.0679 cm and 0.0663 cm for direct loading and preloading with the current effect. The mechanical properties showed an improvement in the soil samples, which was indicated by a low compressibility index and an increase in the shear strength of the soil.","PeriodicalId":378971,"journal":{"name":"Applied Research on Civil Engineering and Environment (ARCEE)","volume":"86 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115082534","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