scholarly journals FACTORS INFLUENCING THE COMPLEXITY OF CONSTRUCTION OF DEPARTMENTAL MOTORWAYS

2020 ◽  
Vol 10 (2) ◽  
pp. 114-122
Author(s):  
Vladimir Zelikov ◽  
Aleksey Skrypnikov ◽  
Vadim Samcov ◽  
Sergey Sablin ◽  
Anton Borovlev

When planning the construction of a forest road and choosing its rational position on the ground, engineer is constantly faced with the need to take into account the features of the relief, climate, physical and geographical processes and phenomena, surface and underground waters, soil, vegetation, and human economic activity, as factors determining the first first of all, the cost of the construction of a forest road. A correlation analysis carried out for all the arguments has made it possible to establish the most important characteristics of the components of the geographic environment that affect the complexity of constructing a timber road by cost type. The state of theoretical research in the field of construction of departmental motorways has been thoroughly reviewed and analyzed. The analysis made it possible to outline the goals, objectives and general methodology for determining the cost of building roads, depending on the type of work, as well as varying degrees of complexity of road construction, the value of natural resources, and the specific qualities of the territory in the area of the road. The presented results and dependencies may be the basis for determining the basic cost of road construction

Author(s):  
А.Х. Мохамед ◽  
Н.А. Тюрин

Основной целью работы является оптимизация использования машин для земляных работ в строительстве лесных дорог по критерию минимума приведенных расходов, путем оптимального распределения комплектов машин по объектам строительства при условии возможности аренды какихлибо дополнительных машин. Создана экономикоматематическая модель расчета эффективной структуры парка машин с точки зрения системы производственной эксплуатации, которая складывается из эффектов всех специализированных комплектов машин и эффекта от передачи машин парка в аренду. Учет возможности передачи или получения техники в аренду позволяет улучшить техникоэкономические показатели эксплуатации парка машин. Результаты работы могут быть востребованы лесозаготовительными и дорожностроительными предприятиями в период проектирования производства земляных работ, обновления машинных парков, а также при выборе наилучшего варианта использования имеющегося парка, прогнозирования продолжительности и стоимости ведения механизированных работ. The main purpose of this work is to optimize the earthmoving machinery utilization in the forest road construction, by minimize the operating cost. That goal may achieve by the optimal distribution of the machine combination in the construction sites, with the ability of renting additional machines. Economical mathematical model has been developed for calculating the effective structure of the machine group to achieve the required productivity. The possibility of hire and rent machines allows the manager to improve the technical economic decision for the machines operation. By using the developed model it can gives good results to having better decisions for planning and designing the earth working operations in the road construction companies, renovation of the machine parks, as well as the choosing the best option for using the existing machine combination, predicting the duration and predicting the cost of the whole work.


2020 ◽  
Vol 10 (1) ◽  
pp. 193-202
Author(s):  
Vladimir Zelikov ◽  
Petr Tikhomirov ◽  
Vladimir Nikitin ◽  
Aleksey Skrypnikov ◽  
Vadim Samcov ◽  
...  

At the present stage of development of our country with the widespread use of innovative methods, it is necessary to conduct a comprehensive assessment in order to solve complex problems. The presented article contains evidence of the need for a comprehensive assessment of the natural and man-made conditions for the construction of logging road. The developed methodology for integrated assessment can significantly simplify the process of choosing a rational location of the route and eliminate the intuitive approach to solving this problem. When conducting a comprehensive assessment, the route of the designed logging road is plotted on the cartographic diagrams, and the environmental conditions and human economic activities in the survey area are assessed. The proposed technique allows you to easily and consistently analyze the features of natural and technogenic conditions in the area of logging road construction. An analysis of the main components of the landscapes enables to draw conclusions about the conditions of humidification, the height of the snow cover, the number of days in a year with snowstorms, the relief of the area where the forest road was laid, physical and geological phenomena, characteristics of soil conditions, characteristics of population density, the location of unique natural complexes and the total complexity of road construction conditions. The complexity indicator for the logging road construction reflects the degree of influence of natural conditions, human economic activity and the value of the territories. The methodology presented in the article helps to determine the rational location of the forest road route by assessing the impact of natural conditions and human economic activity on local territories - micro-landscapes, each of which is a natural complex with varying complexity of road construction conditions and land value. The proposed comprehensive assessment enables to compare microlandscapes by the complexity of road construction and find the areas most favorable for logging road construction. A forest road constructed within micro-landscapes with a minimum complexity will meet economic and environmental requirements. The minimum value of the final indicator characterizes the micro landscape with the most favorable conditions for logging road construction. The maximum value of the final complexity indicator characterizes micro-landscapes with the most unfavorable conditions for the construction of a logging road. When choosing the option of laying the route of a forest road, a comparison is proposed to be made according to the weighted average indicator of the complexity of road construction, the average weighted indicator of the value of occupied land and the average weighted total indicator of the complexity of road construction. Indicators of the complexity of logging road construction make it possible to determine the cost of construction by the main types of costs for every road landscape.


2021 ◽  
Vol 2021 (23) ◽  
pp. 31-42
Author(s):  
Anatolii Tsynka ◽  
◽  
Andrii Hrinchuk ◽  
Ivan Rakovych ◽  
◽  
...  

Introduction. In the modern conditions of the pricing system in the construction of Ukraine, the key value have the estimated norms, which are presented in separate collections, the main purpose of which is to determine the standard quantity of resources required to perform a particular type of work as a basis for the transition to the cost indicators. In order to determine the cost of road work objectively and accurately, it is essential that the indicators of estimated norms meet the requirements of regulatory documents and modern methods of execution of road works.Problematics. In connection with the active improvement of the regulatory base of the road construction industry, permanent upgrade of road organizations technique fleet, the introduction of new technologies and materials in construction and operation of roads, improving the methods of work there is a discrepancy between the existing resource element of estimated norms and the actual conditions of work in terms of built-up labor costs, the operation time of machines and mechanisms and the range of materials. Accordingly, it affects the reliability and accuracy of determining the cost of road works.Purpose. Improvement and harmonization with actual working conditions and requirements of regulatory documents of industry regulatory and estimate base of resource elementary estimated norms for work performed during construction, reconstruction, repair and operational maintenance of roads and bridges to ensure reliable and valid technical, economic and estimated calculations.Materials and methods. During work performance the analysis of the regulatory documentation, establishing the requirements to the technology of road works and materials has been carried out. A number of chronometric observations with the measurement of time of road works in full-scale conditions was carried out. The obtained data were summarized, averaged and on their basis the indicators of the resource element of the estimated norms were estimated.Results. A review of the main amendments and additions, which came into force after the approval of Amendment No 2 SOU 42.1-37641918-035:2018 [1] and Amendment No 2 SOU 42.1-37641918-071:2018 [2], which were developed to improve the regulatory-estimate base for the calculation of road works, taking into account the requirements and provisions of existing regulatory documents taking into account the current state of scientific and technological progress in the road sector.Conclusions. The above analysis of the amendments that came into force with the approval of [1]. and [2] will systematize the innovations provided by the requirements of current regulatory documents on the calculation of the cost of road works and the development of relevant documents at all stages of the investment process, planning and organization of road works, as well as the writing-off of material resources. Review and systematization of recent improvements in the estimated regulatory documents for road works will provide an opportunity to optimally plan the use of available material, labor and financial resources, often limited.Keywords: public road, operational maintenance, investment documentation, overhaul and current repairs, machine, mechanism, regulatory document, resource element estimate norm, Standard of Organization of Ukraine.


2018 ◽  
Vol 6 (1) ◽  
pp. 11-11
Author(s):  
Наталья Борисова ◽  
Natal'ya Borisova ◽  
Елена Егорова ◽  
Elena Egorova ◽  
Александр Борисов ◽  
...  

The article considers the most important component of the transport infrastructure - the road infrastructure, which at the same time is one of the most important spheres of economic activity. The socio-economic development of the Russian Federation has been studied, requiring advanced development and modernization of the road network as part of the transport infrastructure of the country and world space, as well as improving the technical level of road construction.


2019 ◽  
Vol 6 (3) ◽  
Author(s):  
Kabanov Aleksandr ◽  
Irina Kolos ◽  
Viktoriya Chernyaeva ◽  
Aleksey Ilin ◽  
Olga Medvedeva ◽  
...  

This article discusses the problems that arise in the operation of road structures. One of the most important is rutting. Indicators of resistance to rutting depend on the method of design of non-rigid pavement and operational parameters, which allows to obtain the applied method of volumetric design of asphalt mix «Superpave» (SP-19), which in our country was called «SPAS». The authors, together with the staff of the laboratory of asphalt Concrete plant – 1, monitored asphalt concrete mixtures designed according to the «Superpave» system on the asphalt mixing plant. Then tests were carried out according to the method of PNST 181-2016 on the susceptibility of asphalt concrete materials to shear deformations arising under the action of repeated passes of the loaded wheel at ambient temperature. The result of the study of rutting showed that the mixture SP-19 have predominantly traditional. More detailed research results are presented in this article. Based on the data obtained from the results, conclusions were formulated: the Studies show that the method of «Superpeyv» is updated to the requirements of technical supervision at the objects of the road complex of the Russian Federation. In conclusion, the authors have formulated conclusions on the research: a comparison of physical and mechanical performance of asphalt concrete mix SP-19 on PNST 114 and fine-grained asphalt concrete mix type A brand I shows that the shear stability in terms of the average depth of the track is higher for the brand SP-19 by 38 %; set the required mixing temperature and compaction of asphalt concrete mixture on the system «Superpeyv»; the release of a pilot batch of asphalt concrete mix of SP-19 brand at the production site of JSC «ABZ-1» showed that the recipe selected in the laboratory is reproduced in the ABZ; cores selected within the framework of technical supervision from the experimental coating and tested in the laboratory showed corresponding to the requirements of ODM 218.4.038-2017; assessment of economic efficiency at the cost of asphalt concrete mix of SP-19 brand showed a decrease of 2.2 % relative to the cost of fine-grained asphalt concrete mix; the increase in the service life of the road surface h 30–50 % by reducing rutting increases its turnaround time. At the same time, economic efficiency can reach 50 % per m2.


2021 ◽  
Vol 29 (1) ◽  
pp. 112-120
Author(s):  
Martin Mamboleo

Environmental compensation is a form of payment for pollution of nature and the environment and the destruction of land, plants or animals. One of the challenges in ensuring waste management in Kenya is how to measure the negative effect of industrial activities and waste on the environment, economy, and human health. Although the amount of compensation should be established on the basis of the environmental-economic assessment of the appropriate environment, it should also be sufficient to implement measures aimed at restoring, reproducing and improving this environment. Kenya has not yet developed a clear legal framework for compensation for environmental damage even through it has a clear and elaborate Environmental Management and Coordination Act for the protection of the environment. Previous studies on the cost of environmental damage in Kenya have successfully used two methodologies: emergency costs and soil, air, and water pollution. This works examines the essence of these methods, as well as the possibility of their application in assessing the cost of damage to the environment as a result of human economic activity.


2010 ◽  
Vol 56 (No. 3) ◽  
pp. 137-145 ◽  
Author(s):  
R. Ghaffariyan M ◽  
K. Stampfer ◽  
J. Sessions ◽  
T. Durston ◽  
CH. Kanzian ◽  
...  

&nbsp;To minimize the cost of logging, it is necessary to optimize the road density. The aim of this study was to determine optimal road spacing (ORS) in Northern Austria. The stepwise regression method was used in modelling. The production rate of tower yarder was 10.4 m<SUP>3</SUP>/PSHo (Productive system hours) and cost of 19.71 €.m<SUP>–3</SUP>. ORS was studied by calculating road construction cost, installation cost and yarding cost per m<SUP>3</SUP> for different road spacing. The minimum total cost occurred at 39.15 €.m<SUP>–3</SUP> and ORS would be 474 m assuming uphill and downhill yarding. The optimal road density and yarding distance are 21.1 m.ha<SUP>–1</SUP> and 90 m, respectively. A sample logging area was used to plan different roads and, using network analysis, the best solution was found based on a modified shortest path algorithm. The network analysis results were very different from the optimal road spacing results that assumed roads and logging corridors could be located anywhere in the planning area at a constant cost. Mixed integer programming was also used to get a real optimal solution.


Author(s):  
Seyed Ataollah Hosseini ◽  
Mohammad Reza Mazrae ◽  
Majid Lotfalian ◽  
Aidin Parsakhoo

Planning of forest road network is the most important issue for sustainable management of northern forests in Iran. This study represented a technical method of forest road planning by using GIS (Geographic Information Systems) in Vatan forestry plan of Golestan province, Iran. The aim of this study was to find out options for the optimization of skid trail length and for decreasing the negative effects of redundant skid trail length. Results of this study showed that the total length of forest road and the road network density was 36745 m and 8.68 m ha−1, respectively. 54% of the area was covered by these roads. 98.06 km skid trail was planned from road verge into the forest interior. The density of this skidding trail was 23.17 m ha−1. The suggested road network length measured using GIS was 47.23 km. Road density was 10.87 m ha−1, with 79% coverage. Skid trail length was 81.04 km, and skid trail density was 19.15 m ha−1. On the basis of GIS measurements, the skid trails on new road network system had shorter length and more frequency. This causes to decrease the cost of primary transportation. Moreover, in this plan the roads with suitable coverage passed from stable slopes. Santrauka Miško kelių tinklo planavimas – viena svarstomų problemų, siekiant užtikrinti tvarią miškotvarkos sistemą šiaurinėje Irano dalyje esančiuose miškuose. Šiame straipsnyje pristatomas miško kelių planavimo techninis metodas, taikant GIS (geografinės informacinės sistemos) programą ir naudojant Vatan miško, Golestan provincijoje, Irane, planus. Šio tyrimo tikslas – išsiaiškinti galimybes, kaip optimizuoti miško keliukų ilgį ir sumažinti neigiamą poveikį miškui, mažinant perteklinį šių keliukų trasos ilgį. Pirminiai rezultatai parodė, kad bendras esamų kelių ilgis siekia 36 745 km, kelių tinklas aprėpė 54% visos tiriamosios teritorijos, tankis siekė 8,68 m ha−1, o optimalus miško kelių tinklas buvo rengiamas pagal esamą 98,06 km ilgio miško keliukų tinklą, kurio tankis – 23,17 m ha−1. Bendras siūlomo kelių tinklo ilgis siekia 47,23 km, tankumas – 10,87 m ha−1, jis aprėpia 79% teritorijos. Miško keliukų ilgis – 81,04 km, tankumas – 19,15 m·ha−1. Remiantis GIS matavimais, naujo miško keliukų tinklo keliukai buvo trumpesni, tačiau jų tinklas tankesnis. Dėl šios priežasties mažėja pirminės transporto išlaidos ir sukuriama optimali miško keliukų aprėptis, pagerinamas prieinamumas. Резюме Планирование сети лесных дорог является одним из важнейших вопросов при создании упорядоченной системылесохозяйствования в северной части Ирана. В статье представлен технический метод планирования лесохозяйственной деятельности (прокладки дорог) с использованием ГИС и плана леса Ватан в провинции Гулистан Ирана. Целью исследования было выяснить возможности оптимизации длины лесных дорог и уменьшениянегативных последствий их избыточной длины. Результаты исследования показали, что общая протяженность существующих лесных дорог составляет 36 745 км, сеть дорог охватывает 54% всей исследованной территории,ее плотность – 8,68 м га−1. Оптимальная сеть лесных дорог создавалась на основании имеющейся сети лесных дорог, протяженность которой 98,06 км, плотность – 23,17 м гa−1. Протяженность предлагаемой сети дорог составит 47,23 км, плотность – 10,87 м гa−1, она охватит 79% территории. Длина лесных дорог составит 81,04 км, а плотность – 19,15 м·гa−1. На основании измерений, проведенных с использованием ГИС, длина дорог лесной сети стала короче, а сеть более густой. В связи с этим снижаются первичные затраты на транспорт, охват леснымидорогами становится более оптимальным, увеличивается доступность.


Author(s):  
Eva Rita

In development and reconstruction of roads frequent changes work items, affecting the cost, turnaround time and quality of work. In order to determine what factors cause of the technical justification has conducted a study of eight packages of road construction and eight packages of reconstruction road capacity of West Sumatra in the unit Implementation of National Road Region I and Region II under  theNational Road Agency of West Sumatera Province. The work packages studied wasthe work conducted in 2009 to 2015. The method used was descriptive-evaluative research. Results of the study found the 7 causal factors do technical justification that the initial design of the contract is not in accordance with the results of the engineering field, not taking into account the design life of the road, , has not been calculated in detail the volume and the price for each item of work, do not pay attention to Standard Directorate general of Highways Ministry of public Works, the land is not available when the project is implemented, the results of field surveys for planning is not complete, and the occurrence of overlapping projects between the state and local budgets. To eliminate the occurrence of increased costs due to technical justification is necessary to complete the field survey by calculating in detail the volume and the price for each work item.


2019 ◽  
Vol 6 (1) ◽  
Author(s):  
Andrey Kochetkov ◽  
Natal’ya Shchegoleva ◽  
Sergey Korotkovskiy ◽  
Victor Talalai ◽  
Yury Vasilyev ◽  
...  

The implementation of the proposed innovative project on the use of phosphogypsum waste in road construction will: solve the problem of recycling and processing of phosphogypsum by using it as a local by-material for the construction of roadbed and foundations of roads; replace natural gypsum with cheaper raw materials for cement, construction and road industry; reduce the cost of construction of roads and extend the turnaround time by improving the quality of their properties. Road with the use of phosphogypsum is cheaper by 30 % than roads with traditional technologies. In the swampy area due to the characteristics of the material, combining solidity and lightness, phosphogypsum is not interchangeable at all. It allows you to make reliable and durable roads. The design is obtained up to five times stronger than the required standards. At the same time, at the first stage of construction of the road, it is possible to make an intermediate type, making the bases of phosphogypsum, and later laying the remaining structural layers of crushed stone and asphalt. In this case, the coating of technical gypsum is not destroyed, even with the passage of heavy tracked vehicles and at low temperatures.


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