Vol 10, No 3 (2019)
- Year: 2019
- Articles: 12
- URL: https://ered.pstu.ru/index.php/CG/issue/view/64
- DOI: https://doi.org/10.15593/cg.v10i3
EXPERIMENTAL STUDIES OF PILE FOUNDATION GROUND BASE REINFORCED WITH HARD INCLUSIONS
Abstract
Often in construction practice there is a need to strengthen the pile foundation of buildings and structures. The traditional methods include the implementation of additional, as a rule, bored piles with the subsequent erection of a grillage incorporating them into operation. Often, this work has to be done in the conditions of dense urban development, in cramped rooms of the basement, etc., which leads to significant technological difficulties. One of the alternative ways to strengthen pile foundations is the method of high-pressure group injection, which consists in injecting a movable cement-sand mortar into the soil under pressure that exceeds its structural strength. As a result, after its hardening, solid injection bodies are formed at the base, reinforcing the soil base. The article describes the results of experiments to assess the impact of the layout of hard inclusions on the deformability of the soil foundation of the pile foundation model. The experiments were carried out in a small soil tray, which was filled with medium-grained loose sand. The piles were modeled with metal rods, the pile grillage with a metal square stamp. The pile foundation model included 9 piles arranged in a square grid. As injection bodies, gravel grains of various sizes and shapes were used. The studies included 10 series of experiments (each experiment was repeated at least 3 times): the volume of the inclusions used, their sizes, the positioning step in the plan and in depth varied. As a result of the analysis of the performed experiments, conclusions were formulated regarding the purpose of the optimal layout of hard inclusions when strengthening the soil foundation of pile foundations by high-pressure injection of mobile cement-sand mixtures.
Construction and Geotechnics. 2019;10(3):5-15
PROBLEMS OF IRREGULAR UNCONTROLLED EMERSION OF THE UNDERGROUND PARKING IN THE SAINT PETERSBURG
Abstract
The construction and exploitation of the underground parking is accompanied by need of consideration of hydrogeological conditions in the construction site. Currently, there are tried-and-tested methods of maintaining a balance between the holding forces and the value of the hydrostatic pressure. But even in the presence of proven methods of calculation periodically there are cases of "pop-up" parking. The article is devoted to the researches directed to definition of the reasons, which caused the emersion of an underground parking in the city of St. Petersburg. The facts of negative impact of irregular emersion affect on the state of the basic constructions of a parking, waterproofing materials and the parking basis. In the article are mentioned problems of wrong consideration of hydrostatic pressure and violation of project of work production.
Construction and Geotechnics. 2019;10(3):16-25
IMPROVING THE METHODS OF QUALITY CONTROL OF KNOWLEDGE OF STUDENTS OF THE DIRECTION "CONSTRUCTION" IN THE STUDY OF DISCIPLINE "SOIL MECHANICS"
Abstract
Since the beginning of the 2000s (the time of Russia's accession to the Bologna process), a great deal of experience has been accumulated on the need and effectiveness of the score-rating system of knowledge assessment on the example of various regions, universities, specialties and disciplines. This experience shows both the disadvantages and merits of the ball-rating system, but in general it is obvious that the “traditional” form of knowledge control in modern conditions has lost its relevance and in most cases is ineffective. The experience of using the ball-rating system at the Department “Foundations and Foundations” in assessing the knowledge of students of construction specialties in the discipline “Soil Mechanics” showed its effectiveness and greater objectivity in comparison with the traditional form of control. The main advantages of the system are its objectivity, increasing the motivation of students to systematically work throughout the semester, the ability to automate the process of calculating, calculating rating points and conducting current forms of control. In order to increase the efficiency of the ball-rating system in the conditions under consideration, this process should be made as clear and open to the student as possible through interactive methods of information exchange, clarification of forms and methods of control, methods of calculation and calculation of rating points. In the academic load of the teacher, time must be officially provided for working with automated control systems, setting and counting rating points and setting the parameters of these systems, since they are mandatory components of a score-rating system.
Construction and Geotechnics. 2019;10(3):26-34
USING THE STRESS-WAVE THEORY TO DETERMINE THE BEARING CAPACITY OF PILES
Abstract
High strain dynamic pile testing is usual practice, and has many benefits that make its use highly attractive. However, it requires careful preparation, specific equipment, attention to detail and testing engineer skill to properly perform these tests. Engineer skills for testing largely determines the non-proliferation of the method in Russia. Without of understanding wave equation analyses, the test engineer may not realize when results are valid, or when capacity results may be only a lower bound. It is widely known that the capacity of driven piles may change with time after installation and for that reason restrike tests are generally recommended. It is also generally stated that the set per blow should be at least 2 mm, or otherwise the dynamic test may only yield a lower bound solution. To confirm or refute these recommendations, an analysis of the existing test database was conducted, as well as an analysis of the tests performed at the Perm region facilities. The article presents the conclusions of this analysis and practical recommendations.
Construction and Geotechnics. 2019;10(3):35-43
TECHNICAL SYSTEMS AND MEASURES TO ENSURE THE QUALITY OF THE LIVING ENVIRONMENT OF THE POPULATION IN CONDITIONS OF NEGATIVE IMPACTS
Abstract
In accordance with the priority directions of development of science and technology of the Russian Federation until 2025, the issues of developing and creating methods for the environmental safety of urban areas in areas affected by natural disasters, accidents, catastrophes, etc., as well as protective measures are being addressed. Organizational-economic groups should carry out regulation in rural areas of industrial and private enterprises, which are located near urban and rural settlements, developing measures and laws ensuring environmental safety, preserving local forests, limiting the load on pastures, protecting them from fire and maintaining constant monitoring them. In this paper, special attention is paid to natural disasters and reducing the severity of the consequences after them (mudflows, landslides, fires, etc.). To reduce the effects of natural and man-made factors, we have created new technical solutions with the use of composite nanomaterials and ground-filled, ground-reinforced, cable-stayed, etc. protective systems, which are presented below.
Construction and Geotechnics. 2019;10(3):44-52
THE USE OF WASTE MINERAL WOOL IN THE PRODUCTION OF CERAMIC WALL MATERIALS
Abstract
The environmental situation in Russia is characterized by a high level of anthropogenic impact on the environment, significant environmental consequences of past economic activity. Their disposal and storage costs 8-10 % of the cost of products, so the disposal of such waste is of paramount importance.Due to the involvement of multi-tonnage waste in the production of ceramic materials of mass consumption, which include wall materials, it is possible to radically change the parameters of the raw material base of Russia, which also helps to reduce environmental tensions in the regions. The reduction of reserves of traditional natural raw materials makes us look for new ways to replace it with different types of waste. The experience of advanced foreign countries has shown the technical feasibility of this area and the use of more as a tool to protect the environment from pollution. However, almost all basic building materials can be made from waste or from waste in combination with natural raw materials. On the basis of fusible clay and waste basalt-gabbro-norite charge, which is formed in the production of mineral wool obtained ceramic brick with high physical and mechanical properties, brick grade M150 and above. The absolute advantage of the use of multi-tonnage waste is the unloading of the environmental situation, which contributes to the solution of industrial waste disposal and environmental protection. Innovative proposals for the use of waste from the production of mineral wool in the production of wall materials - ceramic bricks based on fusible clay, the novelty of which is confirmed by patents of the Russian Federation.
Construction and Geotechnics. 2019;10(3):53-60
TO THE QUESTION OF THE USE OF COQUINA IN CONSTRUCTION
Abstract
The construction industry today uses a wide range of materials, many of which were made possible thanks to advances in technology and the chemical industry. In our days, more and more often, in the construction of country houses, natural stones are preferred in the exterior decoration of buildings. In connection with the growing demand for country houses, the most popular and inexpensive material for the construction and design of facades becomes a coquina. Certain requirements are imposed on natural stones, and the values of the coquina correspond to most of them. The main requirements are aesthetic appearance, environmental friendliness, durability. Coquina is a special material, its unique properties are regulation the microclimate in the house and saturation the air with sea salt and iodine, due to its natural origin and absolute naturalness. The share of human participation in the production of coquina is limited only by cutting the stone into pieces of the required size. The only effect on the coquina is hydrophobization because the material is very hygroscopic. As a building material, coquina is used in a wide variety of areas. Coquina is perfect for the construction of exterior walls, interior partitions and decorative interior decoration. Also in construction prefer materials such as brick, foam concrete and aerated concrete. In order to understand which material is more suitable for construction, an analysis of their main characteristics is performed. The article calculates the loads that can withstand walls of coquin and brick. Also performed thermal calculation of the outer wall of the building from the coquin. Being beautiful material and having at the same time good operational characteristics, a coquina is ideally suited for construction and registration of housing.
Construction and Geotechnics. 2019;10(3):61-75
PROBLEMS OF COMMUNICATION LINES AND ELECTRIC TRANSMISSION LINES ON GENERAL SUPPORT IN CITY CONDITIONS
Abstract
In the development of the energy industry in Russia, there has been a steady growth in the demand for electrical energy. Moreover, a significant increase in electricity consumption accounts for large cities. In rural areas, electricity consumption is mainly decreasing, which can be explained by the tendency of the outflow of the working-age population from the village and villages to the cities due to the lack of permanent work. However, when investing in the agro-industrial complex, with the development of farms, the demand for electricity also increases in villages. In addition, it is necessary to note the large-scale introduction of digital television and modern means of communication in holiday villages and villages. Thus, in the last decade, the demand for electricity throughout the country has increased significantly, which has led to an increase in communications and communications services, as well as consumers of these services. Since the easiest and most cost-effective way to provide consumer services and power supply is to lay down overhead lines and overhead power lines, it often happens that new customers are connected to already existing old (sometimes heavily worn out) lines. In addition to possible overloads of lines, a “tangle” of wires is formed at the intersections of overhead communication lines (VLS) and overhead transmission lines (VLE), which makes it difficult to carry out subsequent installation and repair work. The appearance of such a "tangle" creates an additional risk of injury to the worker when working at height. In order to reduce the complexity of maintenance and increase safety during operation, installation and maintenance of communication lines and power lines, a constructive solution has been proposed in junction intersections in the form of a traverse, which allows, firstly, to provide a greater number of attachment points and, secondly, to separate communication lines and power lines on different planes.
Construction and Geotechnics. 2019;10(3):76-86
ABOUT THE POSSIBILITY OF USING VIBRATIONS TO REMOVE SNOW FROM A SLOPING ROOF
Abstract
Timely removal of snow from the roof ensures the absence of ice and icicles, which contributes to the safety of roofing material and guarantees the safety of people's lives. Various mechanical methods of snow removal from pitched roofs are considered. Various devices and units for snow dumping by means of vibrations are analyzed. A useful model "device for removing snow and ice from an inclined roof"is presented. The device contains an electric motor, a transmission in the form of a rotating shaft with an eccentric placed in the housing on bearings. At least one sole is attached to the body in the form of a plate for fastening the body to the crate or rafters. The motor is powered by a battery or charger. Tests of the device, carried out first on model, and then real roofs, showed that vibrations can be successfully used for snow removal from pitched roofs. The most rapid removal of snow occurs from the roofs with metal, and with painted profiled faster than galvanized. Rough roofs (slate, Ondulin) snow melts more slowly, and with oculina faster due to the smaller mass per square meter of roofing material and more amplitudoi its vibration. It is established that it is most effective to fix the device with the axis of rotation parallel to the rafters and to the Board of the crate to which the roofing material is sewn. Useful model "device for removing snow and ice from a sloping roof" has proven to be reliable in operation, easy to manufacture, mobile and efficient. The device allows you to clean the snow without leaving the person on the roof.
Construction and Geotechnics. 2019;10(3):87-96
INFLUENCE OF THE ROAD BASEMENT WATER AND THERMAL REGIME ON THE PAVEMENT CONDITION
Abstract
A article is devoted to study of the roads pavement condition influence with improved surface on the road traffic safety. The topicality of the issue is confirmed traffic police statistics and a significant list of scientific papers dealing with issues of water and heat balance of soil mass. The article deals with the road, located in the city and suburban areas. The work shows the temperature and humidity influence on the process of soil freezing and on the road surface integrity directly. Mathematical models of temperature distribution processes and filtration fluid movement in the ground are presented. In article offered option to improve the technical and operational characteristics of roads. It will have a positive impact on the traffic safety and smoothness.
Construction and Geotechnics. 2019;10(3):97-103
THEORY AND CALCULATION OF ROAD BRIDGES BURIED ABUTMENTS BASES
Abstract
Buried abutments are most broadly applied in connections of road bridges structures and approach embankments. Embankment and cone weight force influence is the peculiarity of buried abutments bases and foundations constructions conditions of stability and deformation. There is in the article a description of road bridges buried abutments bases engineer calculation method including the complex of limit state checkings and grounding of calculation schemes. The calculations fulfil by calculated schemes of hard-plastic midst theory (on the base of prof. G.M. Shakhunjantc horizontal strengths method) and linear deformation (or elastic-plastic) midst theory. Table data necessitated for calculations are quoted. A way for define the strains in buried abutments bases from cone and approach embankment by the linear deformation midst theory is elaborated by means of making conventional (equivalent) calculated scheme. Non-weighting layer is added to the base, acting load is substitute by equal by value half-endless strip. By it on the real level of base arise normal and tangent strains, conformed with the form approach embankment restricted by slopes from three sides. It is suggested a method of buried abutment base soils stability calculation by the More-Coulomb equation, realizing by mean of strains, obtained in accordance with above descripted way.
Construction and Geotechnics. 2019;10(3):104-116
TO THE QUESTION OF THE FEASIBILITY OF USING TEST TECHNOLOGIES TO CONTROL THE QUALITY OF EDUCATIONAL ACTIVITY OF STUDENTS
Abstract
The article discusses the feasibility of using computer test technologies to monitor student learning in a technical college. The main purpose of the federal state educational standards is the result of the educational process. The effectiveness of education is considered not as a set of knowledge and skills acquired by students from different academic disciplines, but as the ability of a learner to apply knowledge and skills in practical professional activities, as the formation by students of certain competencies. In assessing educational results, it is necessary to analyze the levels of education that have been achieved by students at a certain stage of study. Along with the traditional methods of assessing students learning of educational material for current and mid-term monitoring of academic achievement, it is advisable to use test technologies to form students' knowledge component of competences. The article discusses the advantages, place and limitations of test methods in the system of control and assessment of the formation of students' competencies. The use of test tasks for technical disciplines in order to assess the formation of basic concepts of the discipline among students, assimilation by students of educational material is very effective and useful. But to evaluate the student's ability to concretize his answer with examples, the ability to logically and convincingly express his thoughts, analyze the depth of knowledge and practical skills of solving the student's problems using test techniques are unlikely to work. Despite these shortcomings of testing as a method of pedagogical control, its positive aspects (efficiency, objectivity, systematic conducting, teaching testing function, computer implementation of testing) make this form of knowledge diagnostics a promising direction for the development of pedagogical measurements in the system of training qualified personnel of various levels in the construction industry.
Construction and Geotechnics. 2019;10(3):117-123