Gotowe bibliografie tematyczne / Earthworks-Foundations

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Gotowa bibliografia na temat „Earthworks-Foundations”

Autor: Grafiati

Data publikacji: 6 września 2023

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Artykuły w czasopismach na temat "Earthworks-Foundations"

Anderson, Eric Gary. "Earthworks and Contemporary Indigenous American Literature: Foundations and Futures". Native South 9, nr 1 (2016): 1–26. http://dx.doi.org/10.1353/nso.2016.0004.

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Das, Braja M. "Handbook of soil mechanics, Vol. 3. Soil mechanics of earthworks, foundations and highway engineering". Engineering Geology 29, nr 2 (lipiec 1990): 191–92. http://dx.doi.org/10.1016/0013-7952(90)90007-n.

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Rauf Huseynli, Rauf Huseynli. "PURPOSE AND DESCRIPTION OF THE COMPRESSOR STATION". PAHTEI-Procedings of Azerbaijan High Technical Educational Institutions 06, nr 02 (9.04.2021): 53–57. http://dx.doi.org/10.36962/pahtei0602202153.

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All work on the construction of pumping and compressor stations is usually divided into two groups of zero cycle work and ground cycle work. The work of the zero cycle includes the preparation of the construction site, earthworks, work on the construction of foundations for buildings, pumping units and technological equipment, work on the construction of underground pipelines and utilities. The work of the ground cycle includes work on the construction of buildings for pumping and compressor shops and auxiliary buildings, installation work on installation and fixing on the foundations in the design position of pumping units. Compressor stations (CS) have been installed along the pipeline route to maintain a certain flow rate of the transported gas and to ensure optimal pressure in the pipeline. A modern compressor station is a complex engineering structure that provides the basic technological processes for the preparation and transportation of natural gas. Keywords: compressor stations, gas pipeline, building structure, Booster compressor stations.

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Gerber, Ulf, Mykola Sysyn, Jandab Zarour i Olga Nabochenko. "Stiffness and strength of structural layers from cohesionless material". Archives of Transport 49, nr 1 (31.03.2019): 59–68. http://dx.doi.org/10.5604/01.3001.0013.2776.

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The deformation modulus and permissible stress are two independent parameters that depict the carrying capacity of foundations, including earthworks and ballast layer. Nevertheless, while designing the track superstructure or controlling its state, they are considered separate to each other, even though they are terms of the same measure. The scientific problem is due to the practical necessity of unified building rules and standards. The carrying capacity of earthworks and foundations is regulated with standards based both on deformation and on stress criteria, which are not related to each other. This plays particularly important role for railway ballast layer, as an intermediate between the solids and soil. The objective of the present research is to estimate the relationship between deformation modulus and the strength of ballast layer. An overview of modern approaches according to the relation between the stiffness, deformation modulus, elasticity and strength of soils and crushed stone is done. The strength of ballast layer is considered depending on the experimental test: the direct shear test, compressive strength in the uniaxial or biaxial stress state. Load transfer model in crushed stone is proposed. The load transfer angle and cone of loading distribution are determined based on the load transfer and compressive strength models. The relation between deformation modulus and strength is derived from two simple laboratory experiments with cohesionless ballast material. The experiment tests have shown that the ballast stiffness as well as its strength are influenced with the support stress. The measurement of elastic and residual settlements for the different support stress values enables to determine the relation. It can be potentially used for the development of methods for the ballast compaction control, unification of construction norms. The research result should be considered as an approach for unification of two different ways to reflect the carrying capacity of ballast layer.

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Meyerhof, Geoffrey G. "Development of geotechnical limit state design". Canadian Geotechnical Journal 32, nr 1 (1.02.1995): 128–36. http://dx.doi.org/10.1139/t95-010.

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The historical development of limit state design in geotechnical engineering is reviewed. Total and partial factors of safety used for the design of land–based and offshore structures are compared. It is found that the factors of safety in different codes for the ultimate and serviceability limit states design of earthworks, earth retaining structures, and land-based and offshore foundations are very similar. Partial factors in the ultimate limit state design are linked to the variability of the loads and soil parameters, the design approximations, and construction tolerances. They influence the nominal probability of failure of the type of structure considered and the seriousness of failure, which differ for land-based and offshore structures. These probabilities are compared with human fatality risks of common experiences. The serviceability limit states are governed by structural and operational constraints and the intended service life of the land-based or offshore structure. The corresponding partial factors are generally taken as unity. Key words : codes, earth structures, foundations, human risks, limit states design, probability of failures, factors of safety.

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Kokotini, F., N. Alamanis, G. Papageorgiou, E. Paschalis i T. Chrysanidis. "In site geotechnical investigations in the city of Larissa and influence on the construction environment". IOP Conference Series: Earth and Environmental Science 899, nr 1 (1.11.2021): 012034. http://dx.doi.org/10.1088/1755-1315/899/1/012034.

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Abstract Field testing is often a very reliable way to determine the mechanical properties of soil materials and in some cases the most appropriate and unique way to obtain accurate measurements. Geotechnical engineers and engineering geologists perform geotechnical investigations to obtain information on the physical and mechanical properties of soil and rock underlying (and sometimes adjacent to) a site to design earthworks and foundations for proposed structures. The object of the present work is the recording of the geotechnical data of the center and districts of the city of Larissa, the knowledge of which is necessary for the construction and erection of construction works, as well as the characteristics and points that need special attention in each area. Finally important conclusions refer to the construction culture, that project authorities and contractors should draw on, accordingly.

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Cherednichenko, Nadezhda, i Pavel Oleinik. "Methods of erection of high-rise buildings". E3S Web of Conferences 33 (2018): 03040. http://dx.doi.org/10.1051/e3sconf/20183303040.

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The article contains the factors determining the choice of methods for organizing the construction and production of construction and installation work for the construction of high-rise buildings. There are also indicated specific features of their underground parts, characterized by powerful slab-pile foundations, large volumes of earthworks, reinforced bases and foundations for assembly cranes. The work cycle is considered when using reinforced concrete, steel and combined skeletons of high-rise buildings; the areas of application of flow, separate and complex methods are being disclosed. The main conditions for the erection of high-rise buildings and their components are singled out: the choice of formwork systems, delivery and lifting of concrete mixes, installation of reinforcement, the formation of lifting and transporting and auxiliary equipment. The article prescribes the reserves of reduction in the duration of construction due to the creation of: complex mechanized technologies for the efficient construction of foundations in various soil conditions, including in the heaving, swelling, hindered, subsidence, bulk, water-saturated forms; complex mechanized technologies for the erection of monolithic reinforced concrete structures, taking into account the winter conditions of production and the use of mobile concrete-laying complexes and new generation machines; modular formwork systems, distinguished by their versatility, ease, simplicity in operation suitable for complex high-rise construction; more perfect methodology and the development of a set of progressive organizational and technological solutions that ensure a rational relationship between the processes of production and their maximum overlap in time and space.

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Tulebekova, A., G. Tanyrbergenova, A. Zhankina i G. Baizakova. "Effectiveness of reinforcement on soil subsidence". BULLETIN of L.N. Gumilyov Eurasian National University. Technical Science and Technology Series 142, nr 1 (30.03.2023): 107–15. http://dx.doi.org/10.32523/2616-7263-2023-142-1-107-115.

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The application of methods of improvement of ground bases in subsidence areas is an urgent issue today. This is evidenced by the continuing difficulties with the operation of transport structures. This study presents experimental studies of soil reinforcement. An important factor is to determine the properties of the soil, so the paper presents the results of laboratory tests. The angle of internal friction and the deformation increases to a greater extent when the reinforcing element is embedded in the ground, which will increase the bearing capacity of the foundations and reduce the deformability and settlement of the soil mass. The use of a reinforcing element in the ground not only makes it possible to improve the physical and mechanical properties of the soil but also gives an economic effect. It allows you to reduce the cost of the volume of earthworks. The results obtained in this study have considerable potential for eliminating problems arising from the construction of structures in subsidence areas.

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Matziaris, Vasileios, Piotr Osinski, Jeganathan Vimalan i Eugeniusz Koda. "Soil water retention curve of silty sand – experimental investigation using different laboratory methods". E3S Web of Conferences 382 (2023): 25005. http://dx.doi.org/10.1051/e3sconf/202338225005.

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Most of the infrastructure investments and earthworks not requiring deep foundations are usually designed in the vadose zone to avoid excessive groundwater-structure interactions. The mechanical behaviour of soil material, under partially saturated conditions, is greatly influenced by pore-water tension, known as soil suction, and the characteristics of the Soil Water Retention Curve (SWRC). In the present paper, the SWRC of a silty sand was determined using two different experimental methods. In the first method, a modified pore water pressure transducer was used for suction monitoring, while the specimen was allowed to change its moisture content by natural evaporation. For the second method, a modified consolidation cell fitted with a high air entry value ceramic disc on the base pedestal was used. Suction was applied using the axis translation technique by utilising pore air and pore water pressure controllers, while moisture was monitored using a volumetric measurement system. Through the determination of the SWRC for the silty sand, this paper intends to compare the abovementioned testing methods basedon the produced SWRCs and to reveal advantages and limitations.

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Nevolin, Anatoly G., i Denis B. Novoselov. "CREATING AND MAINTAINING DIGITAL PLANS FOR THE CONSTRUCTION OF MINING ENTERPRISES IN THE KEMEROVO REGION". Interexpo GEO-Siberia 1 (21.05.2021): 25–34. http://dx.doi.org/10.33764/2618-981x-2021-1-25-34.

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Currently, in the design of large industrial enterprises, modern building information models (BIM) are being introduced and further used at the construction site. The construction industry is transitioning to digitalization of information modeling processes using spatial data and electronic document management. Therefore, it is proposed to use unmanned aerial vehicles (UAVs) and terrestrial laser scanners more efficiently for geodetic monitoring of the construction of industrial facilities of mining enterprises. With the systematic monitoring of construction, a full-fledged master plan is created, which reflects all deviations from the project, including works that were not provided for in the project documentation. It is known that using UAVs to collect spatial data, it is possible to control earthworks, pile fields, foundations, temporary roads and landscaping. Structures such as metal and reinforced concrete columns, trusses, beams, technological equipment, complex above-ground pipelines and facades are advisable to be monitored using a ground-based laser scanner. All the data obtained during geodetic monitoring can be combined in a single project and jointly used for a comprehensive solution of various applied engineering problems both in the process of monitoring buildings and structures being erected, and during their operation.

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Rozprawy doktorskie na temat "Earthworks-Foundations"

Malina, Marcel. "Městský úřad Přelouč, příprava a organizace výstavby". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265673.

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The content of this master's thesis is architectural and technological project of new built administration building Přelouč city. This project contains technological instruction how to build supporting structures from reinforced concrete, suggestion of used machinery,time schedule, quality plan, detailed costing, building management, design of work site and plan of work safety.

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Moravec, Jan. "Univerzitní kampus Bohunice - Stavebně technologický projekt". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227693.

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This diploma thesis addresses the „University Campus Bohunice - Architectural and technological project“. This thesis includes excavation, pile foundation, reinforced concrete foundation slab it also deals with in detail technological regulations on earthworks and deep-pile foundation. The thesis contains solutions to building equipment, schedule of selected stages of the construction situation with the solution of transport routes, designed mechanical assembly required for selected stages and control plan earthworks and deep-pile foundation. This diploma thesis addresses the „University Campus Bohunice - Architectural and technological project“. This project involves construction of two buildings. Building A32 with two basement floors and three floors and second building A 31 with one basement floor and three floors. This thesis includes excavation, pile foundation, reinforced concrete foundation slab, it also deals with technological regulations of earthworks and deep-pile foundation in detail. The thesis contains solutions to construction site equipment, schedule of selected stages of the construction, location of buildings and the solution of transport routes, mechanical equipment required for selected stages of project and control plan of earthworks and deep-pile foundation.

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Hájek, Tomáš. "Stavebně technologický projekt přípravy a realizace autobusového terminálu v Benešově". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409921.

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The subject of this diploma thesis is construction project for implementation of bus terminal in Benešov. This thesis contains technical report, construction study of main technological stages, supply management for selected technological processes, technical report of site facilities including drawings, construction machinery and equipment for selected technological processes, technological specification for execution of earthworks SO01 & SO02, technological specification for execution of foundations SO01 & SO02, control and test plan for execution of earthworks, control and test plan for execution of foundations, safety and health protection plan for selected technological processes, construction site noise study and a construction study of reconstruction of roads in the terminal area.

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Malaník, Jan. "Stavebně technologický projekt bytového domu v Brně". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227544.

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The thesis contains analysis earthworks, foundations, carcass substructure of residential house on the street Kopečná 9 in Brno. The work also includes gradual changes in site equipment, detailed schedule of work for selected works, rough schedule of the whole building, construction budget, site equipment budget and details of construction. Specialization in the work addresses the specific use of roads and traffic signs.

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Hanzlovská, Nikola. "Stavebně technologický projekt skladovacího a výrobního areálu - Nihošovice". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240181.

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The subject of this thesis is the construction and technological project of warehouse and production facility - Nihošovice . The thesis is mainly focused on the study of the main technological parts and technological specifications for the implementation of the mounted frame, which solves loadbearing system of the building. For the technological specifications is processed control plan , health and safety . The thesis project consists of building equipment, technical reports , time and financial plan of the SO A1 , the proposal of machines and mechanisms, coordinating site plan and block plan of traffic routes , plan for securing material resources , time and financial plan object .

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Książki na temat "Earthworks-Foundations"

Soil mechanics of earthworks, foundations, and highway engineering. Amsterdam: Elsevier, 1988.

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Geotechnical engineering handbook. Ft. Lauderdale, FL: J. Ross Pub., 2011.

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Soil Mechanics of Earthworks, Foundations and Highway Engineering. Elsevier, 1988. http://dx.doi.org/10.1016/c2009-0-15474-0.

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Unknown. Soil Mechanics of Earthworks, Foundations and Highway Engineering. Elsevier Science & Technology Books, 2013.

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Li, Dingqing, Ted Sussmann, James Hyslip i Steven Chrismer. Railway Geotechnics. Taylor & Francis Group, 2015.

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Hyslip, Jim. Railway Geotechnics. Routledge, 2013.

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Li, Dingqing, Ted Sussmann, James Hyslip i Steven Chrismer. Railway Geotechnics. Taylor & Francis Group, 2019.

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Railway Geotechnics. Taylor & Francis Group, 2015.

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CURCentreforCivilEngineering. Building on Soft Soils. CRC Press LLC, 2017.

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Building on Soft Soils. CRC Press LLC, 2017.

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Części książek na temat "Earthworks-Foundations"

"Earthquake response of earthworks and foundations". W Earthquake Engineering, 196–224. CRC Press, 1996. http://dx.doi.org/10.1201/9781482271645-19.

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Kézdi, Árpád, i László Rétháti. "Bearing capacity and settlement of pile foundations". W Soil Mechanics of Earthworks, Foundations and Highway Engineering, 183–226. Elsevier, 1988. http://dx.doi.org/10.1016/b978-0-444-98929-1.50006-0.

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Kézdi, Árpád, i László Rétháti. "Load–bearing capacity and settlement of shallow foundations". W Soil Mechanics of Earthworks, Foundations and Highway Engineering, 85–182. Elsevier, 1988. http://dx.doi.org/10.1016/b978-0-444-98929-1.50005-9.

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"Front Matter". W Soil Mechanics of Earthworks, Foundations and Highway Engineering, 3. Elsevier, 1988. http://dx.doi.org/10.1016/b978-0-444-98929-1.50001-1.

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"Copyright". W Soil Mechanics of Earthworks, Foundations and Highway Engineering, 4. Elsevier, 1988. http://dx.doi.org/10.1016/b978-0-444-98929-1.50002-3.

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RÉTHÁTI, LÁSZLÓ. "Preface". W Soil Mechanics of Earthworks, Foundations and Highway Engineering, 5. Elsevier, 1988. http://dx.doi.org/10.1016/b978-0-444-98929-1.50003-5.

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Kézdi, Árpád, i László Rétháti. "Soil mechanics of earthwork". W Soil Mechanics of Earthworks, Foundations and Highway Engineering, 11–83. Elsevier, 1988. http://dx.doi.org/10.1016/b978-0-444-98929-1.50004-7.

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Kézdi, Árpád, i László Rétháti. "Soil mechanics in road construction". W Soil Mechanics of Earthworks, Foundations and Highway Engineering, 227–75. Elsevier, 1988. http://dx.doi.org/10.1016/b978-0-444-98929-1.50007-2.

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Kézdi, Árpád, i László Rétháti. "Improvement of the physical properties of soils". W Soil Mechanics of Earthworks, Foundations and Highway Engineering, 277–317. Elsevier, 1988. http://dx.doi.org/10.1016/b978-0-444-98929-1.50008-4.

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Kézdi, Árpád, i László Rétháti. "Soil dynamics". W Soil Mechanics of Earthworks, Foundations and Highway Engineering, 319–57. Elsevier, 1988. http://dx.doi.org/10.1016/b978-0-444-98929-1.50009-6.

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Streszczenia konferencji na temat "Earthworks-Foundations"

Aubrecht, M., H. Bawden i C. Ballengee-Morris. "Earthworks rising". W FDG'17: International Conference on the Foundations of Digital Games 2017. New York, NY, USA: ACM, 2017. http://dx.doi.org/10.1145/3102071.3106351.

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