Log in

Relevant bibliographies by topics / Buildings Underground construction

Contents

Journal articles
Dissertations / Theses
Books
Book chapters
Conference papers

Academic literature on the topic 'Buildings Underground construction'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Buildings Underground construction.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Buildings Underground construction"

1

Sinenko, Sergey, Liliya Pakhomova, and Alexandra Chernyshova. "Modern technology of construction of underground part of buildings in urban conditions." MATEC Web of Conferences 265 (2019): 05038. http://dx.doi.org/10.1051/matecconf/201926505038.

Full text

Abstract:

It is considered the construction of the underground part of buildings and structures by "Moscow method", the essence of which is an arranging of pit’s enclosing structure – "wall in ground" in common with the underground part of a building, when pit enclosure is braced in outward thrust with disks of major floors of the underground part of the erecting building, which are connected to each other by a system of spacers, suspensions and racks forming support structure. The positive and negative features of the method are given. The article summarizes the experience of this method, which is advisable to use in construction of the underground part of buildings or structures in cramped urban conditions, provided that the enclosing structure of a pit is "wall in ground". One highlights the stages and gives the main specific features of the method. It is shown that this method leads to a reduction of work costs at the zero cycle, but it increases the duration of work.

APA, Harvard, Vancouver, ISO, and other styles

2

Dovolnov, Ilya S. "ANALYSIS OF THE APPLICABILITY OF METHODS OF UNDERGROUND CONSTRUCTION OF CIVIL AND INDUSTRIAL BUILDINGS." Architecture, Construction, Transport, no. 2(96) (2021): 50–57. http://dx.doi.org/10.31660/2782-232x-2021-2-50-57.

Full text

Abstract:

The object of comparative analysis is the methods of underground construction. The article describes the technologies of open, semi-closed, combined and closed methods of underground buildings’ construction. The authors consider various types of pit fixing, and methods of excavation, depending on the choice of construction method, and provide a comparative table based on the analysis of the applicability of these methods. The results indicate the advantages of the semiclosed method of underground construction in the civil and industrial buildings’ construction.

APA, Harvard, Vancouver, ISO, and other styles

3

Zhang, Jian Xin, and Ting Liang Wu. "Numberical Analysis in the Deformation of Adjacent Buildings and Underground Pile Caused by Tunnel Shield Construction." Applied Mechanics and Materials 170-173 (May 2012): 1444–49. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.1444.

Full text

Abstract:

Based on the ABAQUS software, set up the tunnel and adjacent buildings and their pile of calculation models, analysis shield construction on the deformation of adjacent buildings and pile foundation. Analysis shows that the construction of the tunnel shield leading to surface subsidence, causing deformation of the framework structure and underground pile. Also shows Shield construction on the impact of adjacent buildings and underground pile deformation is integrally related.

APA, Harvard, Vancouver, ISO, and other styles

4

Galieva, Anna B., Vladimir N. Alekhin, and Liliya G. Pastukhova. "Monitoring of underground subsurface structures in Ekaterinburg." MATEC Web of Conferences 146 (2018): 02010. http://dx.doi.org/10.1051/matecconf/201814602010.

Full text

Abstract:

This paper presents the issues of technical state of subsurface structures in operation and the erection of buildings under available development. It is stated that detailed monitoring of technical state of underground tunnels is essential, since the structure is unique and technologically complex. The aspects of geotechnical monitoring of underground tunnels are considered. The principles of geodesic monitoring of underground rings, tension increase in tube lining and pressure from the building under construction on the ground are described. Recommendations for underground tunnel monitoring are presented.

APA, Harvard, Vancouver, ISO, and other styles

5

Pei, Yu Bin, and Yong Feng. "The Underground Grain Storage Environment Regionalization." Advanced Materials Research 807-809 (September 2013): 2043–47. http://dx.doi.org/10.4028/www.scientific.net/amr.807-809.2043.

Full text

Abstract:

Our current storage work whether in grain storage concepts or grain storage technology with the green grain storage requirements have a large gap, due to national land resources increasingly tense at the same time, to save land and improve the quality of the food, the granary built underground is the trend, This paper by studying the different regions of our country's ground temperature, underground water, soil and other factors, and in accordance with the general principles of the partition,in accordance with the higher the score, the more favorable for the construction of underground building principle, using AHP to determine the weight of each indicator to study different regional underground grain storage buildings environmental suitability level, the establishment of underground grain storage environment regionalization research results to guide the construction of underground storehouse in our country has a certain application value.

APA, Harvard, Vancouver, ISO, and other styles

6

Seo, Soo-yeon, Byunghee Lee, and Jongsung Won. "Comparative Analysis of Economic Impacts of Sustainable Vertical Extension Methods for Existing Underground Spaces." Sustainability 12, no. 3 (January 29, 2020): 975. http://dx.doi.org/10.3390/su12030975.

Full text

Abstract:

Without demolishing an entire existing building, it is possible to sustainably expand its underground spaces to enhance the building’s functionality. However, there have been a few relevant studies exploring this option, and they did not consider the financial feasibilities of underground vertical extension methods. Therefore, this paper analyzes the economic impacts of three sustainable vertical extension methods for existing underground spaces. The extension methods were the (1) bottom-up, (2) normal top-down, and (3) top-down with multi-post downward (MPD) methods. In order to analyze and compare the economic impacts of the underground vertical extension methods, 24 illustrative examples were generated in this paper. Construction costs of the three sustainable vertical extension methods for existing underground spaces are calculated and compared. Those are based on the quantity of used materials in the construction phase and dismantled materials in the demolition phase, as well as unit costs of each material. In addition, the structural stabilities of the examples are analyzed using MIDAS Gen 2017. As the results, the top-down method with MPD was the lowest sustainable method for vertically expanding underground spaces compared to other two methods under the same condition. Moreover, the higher the number of underground floors of existing buildings and the greater the number of extended basement floors, the more economically advantageous was the top-down method with MPD. Considering their structural stabilities and economic impacts of the extension methods help practitioners to select appropriate construction techniques and reduce costs, risks, and the amount of generated construction and demolition waste.

APA, Harvard, Vancouver, ISO, and other styles

7

Mangushev, Rashid, and Anatoly Osokin. "THE EXPERIENCE OF THE UNDERGROUND CONSTRUCTION FOR THE COMPLEX OF BUILDINGS ON A SOFT SOIL IN THE CENTER OF ST. PETERSBURG." International Journal for Computational Civil and Structural Engineering 16, no. 3 (September 24, 2020): 47–53. http://dx.doi.org/10.22337/2587-9618-2020-16-3-47-53.

Full text

Abstract:

Failures of the important and unique buildings and facilities occur comparatively rarely, but in case of their occurrence, result in significant social and material damage, especially if they are associated with casualtiesThe experience of the science technical monitoring of the construction of underground parking in a new hotel in the central part of St. Petersburg is given in the article. The parameters of the main underground structures and problems occurred during their construction are presented. The second part of the paper is devoted to the technologies used during the construction of the second stage of the hotel on the area of the dissembled buildings sufferedfrom serious deformation during the construction of the underground parking for the first stage of the hotel.

APA, Harvard, Vancouver, ISO, and other styles

8

Alirzaev, Emil Imran Оglu, and Marina E. Dement'eva. "Choice of technologies of ensuring exploitation suitability of buildings in the underground construction area." Vestnik MGSU, no. 3 (March 2020): 452–61. http://dx.doi.org/10.22227/1997-0935.2020.3.452-461.

Full text

Abstract:

Introduction. One of the serious problems in the construction of underground structures in a dense urban area is the occurrence of excess deformations of the foundations of operating buildings that fall into the zone of influence of underground construction. The subject of the study was the calculated justification of the modern technology of compensatory injection. The relevance of the task is determined by the fact that the choice of the most effective protection technology should be based not only on a comparison of technological precipitation with maximum permissible values, but also on the assessment of the possibility of monitoring and controlling the movements of the foundations of buildings and structures during construction and subsequent operation. The purpose of the study was to compare various methods of protecting the foundations of existing buildings and structures and justify the selection of the most effective of them for further implementation and dissemination in the design and construction of urban underground structures. Materials and methods. On the basis of the survey data of the operated building falling into the impact zone of excavation of the pit for the construction of the installation and shield chamber of the subway, the parameters of the stress-strain state of its foundations are studied by mathematical modeling. The problem was solved by the finite element method based on the software and computer complex Z_Soil v.18.24. Results. Based on the analysis of the results of the examination of the administrative building using the finite element method, a change in the parameters of the stress-strain state of the foundations was modeled with various technologies for strengthening it. In the course of solving the geotechnical problem, it was found that the minimum impact on the foundations of the building during the construction of the pit was obtained in the method of compensatory injection. The system of criteria for making a decision on choosing an effective way to ensure the suitability of buildings in the underground construction zone for operation is substantiated. Conclusions. The results of this work can be used to justify the choice of technology for prevention and control of excess deformations of foundations. The function for calculating the volume of injected material in the Z_Soil software and computer complex can be used to justify the consumption of materials and the economic efficiency of the technological solution.

APA, Harvard, Vancouver, ISO, and other styles

9

Невзоров, Александр, Aleksandr Nevzorov, Андрей Никитин, Andrey Nikitin, Юрий Саенко, and Yuriy Saenko. "FLOOR CONSTRUCTION IN BASEMENTS OF RECONSTRUCTED BUILDINGS ON PEATY SOILS." Construction and Architecture 7, no. 1 (April 19, 2019): 10–13. http://dx.doi.org/10.29039/article_5c646f193849d0.19403057.

Full text

Abstract:

A practical way to utilize the underground space of buildings is deepening the basement. Where peat is found under the building basement, floor construction proves to be a challenging engineering problem. The article describes several basement floor construction methods for building reconstruction on peaty soils in the city of Arkhangelsk. Peaty soils require bored, driven or jacked piles up to 8 m long. Due to continuous peat consolidation, "floating" floors resting on the ground cannot be used. Numerical simulation of piles in PLAXIS 3D software provides load-settlement curves closely correlating with the results of static load tests.

APA, Harvard, Vancouver, ISO, and other styles

10

Luo, Cong-shuang, Yi-hong Cheng, Zhe Bai, Tong Shen, Xu-Yang Wu, and Qing-guo Wang. "Study on Settlement and Deformation of Urban Viaduct Caused by Subway Station Construction under Complicated Conditions." Advances in Civil Engineering 2021 (February 28, 2021): 1–16. http://dx.doi.org/10.1155/2021/6625429.

Full text

Abstract:

With the rapid development of urbanization, the speed of constructing urban underground space and ground foundation engineering is accelerated. With the shortage of land resources, the distance between underground engineering and surface engineering is getting closer and closer, and the contradictions and problems between projects are becoming more and more serious. Based on the new subway station, this paper passes the existing urban viaduct in a short distance. The settlement and deformation of pile foundation and buildings caused by the excavation of the subway station is studied by using ROCSCIENCE software and site monitoring method. The potential risk sources around the station are pile foundations 18.5 m away, residential buildings 15 m away, storm water pipes 7.3 m away, and high-pressure gas pipes at 5.6 m. According to the construction requirements of pile foundation settlement deformation during metro station excavation, we set up construction standards. The settlement of the buildings and pipelines around the metro station should not exceed 3 mm, and the horizontal displacement should not exceed 2 mm. The diaphragm wall is adopted to surround the subway station, and the ground is reinforced by advanced grouting. The results show that, during the excavation of the foundation pit of the metro station, the ground and the building will have obvious settlement deformation and the depth of deformation can reach 9 mm, which is more than the allowable value. The settlement deformation of the ground and the surrounding buildings can be controlled within 3 mm by strengthening the foundation pit support and ground advance-grouting reinforcement. The control of construction deformation can meet the construction requirements.

APA, Harvard, Vancouver, ISO, and other styles

More sources

Dissertations / Theses on the topic "Buildings Underground construction"

1

Kotheimer, Michael J. "Damage approximation in buildings adjacent to deep excavations." Ohio : Ohio University, 2003. http://www.ohiolink.edu/etd/view.cgi?ohiou1175182826.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Karoumi, Maria. "Hållbart byggande i urbaniseringens tecken – En studie av det framtida underjordiska byggandet i Sverige." Thesis, KTH, Fastigheter och byggande, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-170741.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Unal, Orhan. "3-d Soil Structure Interaction Analyses Of Three Identical Buildings In Sakarya City After 17 August 1999 Kocaeli Earthquake." Master's thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/1053362/index.pdf.

Full text

Abstract:

ABSTRACT 3-D SOIL STRUCTURE INTERACTION ANALYSES OF THREE IDENTICAL BUILDINGS IN SAKARYA CITY AFTER 17 AUGUST 1999 KOCAELI EARTHQUAKE Ü
nal,Orhan M.S., Department of Civil Engineering, Supervisor: Assist. Prof. Dr Kemal Ö
nder Ç
etin October 2003, 116 Pages The aim of this study is to analyze the soil structure interaction of three identical buildings on ª
ahinler Street of Sakarya city which had no damage to heavy damage after the Kocaeli (1999) earthquake. For the purpose of 3-D dynamic nonlinear analysis of the soil site and the overlying structures, Flac3D software was chosen as the numerical modeling framework. Soil properties were determined by using the results of available site investigation studies. A three dimensional mesh was created to represent the topographic and geometric constraints of the problem. Linearly elastic perfectly plastic constitutive model was implemented to model the soil behavior. The results of 3-D dynamic numerical analyses in the forms of acceleration, displacement, strain, stress and pore pressure were presented. The higher acceleration, strain and stress levels calculated under the collapsed building can be attributed as the major cause of poor performance of the structure.

APA, Harvard, Vancouver, ISO, and other styles

4

Kozůbková, Lenka. "Bytový dům ve svahu, Uherský Brod." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226179.

Full text

Abstract:

This is a complex of two apartment terraced buildings with the mirror disposition in Uherský Brod. Whole object is detached and it is set into the hillside. The object has three floors and one underground floor and it is covered with a shed roof. Two entrances lead into the each apartment building. The first entrance is in the second floor and the second entrance is in the third floor. The entry to the object is from the northeastern side, from the street named Babí louka. The object has a vertical brick construction system and it has concrete floors and interior stairs. The outer walls are insulated with a mineral insulation.

APA, Harvard, Vancouver, ISO, and other styles

5

Špirková, Silvia. "Nová Jižní čtvrť a její propojení s řekou Svratkou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-400112.

Full text

Abstract:

The assignment of the diploma thesis follows the pre-diploma project of an urbanistic design - New South District and its Connection to Svratka. The subject of the thesis is a design of the apartment building on the riverside of Svratka. The thesis has a form of architectonic study. The architectural design is interconnected with surrounding built-up area and preserves the existing height level. It also respects the definened riverside. The construction has a shape of the letter "U" opening towards the river. The shift of the north "wing" of the building creats widened "inner block". It offers diverse views on the river and accentuates an "incorporation" of the river to inner block. The residential building has six floors and two underground parking floors. It is devided into 7 units with separate entrances. The proposed part of the building is located directly on the riverbank. It includes 16 housing units and one leasable space.

APA, Harvard, Vancouver, ISO, and other styles

6

Vyhnálek, Lukáš. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372092.

Full text

Abstract:

Subject of this final thesis is to develop project documents of a new mixed - use building in Prague in Žižkov. The building has 5 above - ground and 2 underground floors. The last floor is partially receding and on the rest of the floor plan, there is a terrace. Automated parking system, cellars and technical background are situated on the second underground floor. On the first underground a above ground floor there is a café and on the second floor there are office spaces. The others floors are designed as residential. Structural sytem of building is cast in place concrete bearing wall system. Exterior building envelope is made of combination of contact thermal insulation system with ventilated facade with thermal insulation of mineral wool insulation. The roof of the building is designed as a nonwalkable warm flat roof.

APA, Harvard, Vancouver, ISO, and other styles

7

Fikar, Matěj. "Domov pro seniory." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226674.

Full text

Abstract:

This thesis addresses building of a new home for seniors with a special care on the street Zahradni in Pilsen. The relevant estate lies on the compound of a former paper mill on the right bank of the Radbuza river near the Papirensky bridge. When the proposition for the building was being drafted, an extra focus was placed on the special care regime. This means continuous home and nursing care with medical oversight including a guaranteed care for patients with special needs, such as those suffering from dementia, Alzheimer's disease or those with psychiatric issues in a stabilized stage. The proposed capacity of the home for the Aged consists of 142 beds in three above-ground floors, which also contain lounges that double as canteens. The underground floor houses the kitchen whit catering equipments, which will only be used for this object, the main lounge, exercise and creative areas, as well as staff rooms including those of the management. This type of a facility is currently in great demand in the Czech Republic due to the insufficient capacity of similar social and health facilities.

APA, Harvard, Vancouver, ISO, and other styles

8

Malý, Jiří. "Sidlo stavební firmy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227550.

Full text

Abstract:

This thesis processes project documentation for headquarters of construction company. Main purpose of building is to facilitate administrative nd manufacturing needs of the company. Building contains of reception, offices, meeting room, restrooms and lock rooms for employees, elevator and workshops. There is underground garage in the basement. Building is going to be situated in Stritez u Policky. Building takes up 1088m2 of land. Vertical structures are mainlymade of concrete and brick blocks. Horizontal structures are made of reinforced concrete panels, roof structure is made of wooden trusses.

APA, Harvard, Vancouver, ISO, and other styles

9

Slováček, Ondřej. "Stavebně technologický projekt polyfunkčního domu Sokolská 5 v Olomouci." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372119.

Full text

Abstract:

The subject of this diploma thesis is the elaboration of the building project of Polyfunkční dům Sokolská 5. In the course of the diploma thesis is elaborated a summary technical report, report of building site and drawings for individual stages. The implementation of the waterproofing of the base structure and the reinforced concrete monolithic skeleton are subject to technological regulations and control and test plans. In this work the object time and financial plan, the use of machines and mechanisms and health and safety at work are also solved. For the main building objects, an item budget and a detailed schedule are prepared. Part of this work is also the calculation of the heat transfer through the envelope of the building.

APA, Harvard, Vancouver, ISO, and other styles

10

Sukač, Richard. "Dobudování VUT - Fakulta výtvarných umění." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226585.

Full text

Abstract:

The thesis deals with the new building of the Faculty of Fine Arts in Veveří street, Brno. The area discussed is situated on the border between Brno-střed and Brno-Žabovesky. It is delineated by Veveří, Šumavská, and Bulínova streets. The design concerns a complex of two universities, which comes from the new draft of local plan of Brno. This plan copes with a draft of an underground tram track. The design also follows the building programme which has been created for an architectural competition in Akademické square in Brno. Both the Faculty of Fine Arts and the Institute of Forensic Engineering (which is expected to be converted into the Faculty of Forensic Engineering) will be moved to this compound. Furthermore, common conveniences, used by all of the dislocated organization units, will be situated there, including the assembly hall, university canteen, library, exhibition grounds and technical support. Apart from the buildings of VUT, the campus will include a parking lot, requested and financed by the municipal authority of Brno, which will replace current parking spots. The arrangement of the campus proposed will allow a successive construction - during the first phase, all the parking lots must be built and subsequently, the individual faculties. FaVU will be composed of three traditional disciplines - painting, sculpture and intermedia - which will include other subdisciplines. In the design proposed, there are also external sites designed for the art of sculpture.

APA, Harvard, Vancouver, ISO, and other styles

Books on the topic "Buildings Underground construction"

1

Edmondo, Ferrario Ippolito, ed. Il segreto del castello di Milano. Milano: Mursia, 2009.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

2

Les caves de Douai: La construction civile au Moyen Age. Villeneuve-d'Ascq: Presses universitaires du Septentrion, 2007.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

3

Reuter, Oltmann. Berlin Potsdamer Platz, 1994-2001: Die bualiche Entwicklung in Luftbildern, Gleisdreieck, Potsdamer Platz, Tiergartentunnel B96. Berlin: Luftbildverlag, 2001.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

4

Hawkes, Nigel. Structures: The way things are built. New York: Macmillan, 1990.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

5

Building tunnels. New York: Cavendish Square, 2016.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

6

Hanesalo, Bruce A. Fallout shelter design collection: Plans for building fallout shelters (1959 to the [sic] 1985). 2nd ed. Golden Valley, Minn: Military/info, 1997.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

7

Board, Canada National Energy. Excavation and construction near pipelines. Calgary: National Energy Board, 2001.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

8

Board, Canada National Energy. Excavation and construction near pipelines. Calgary, Alta: National Energy Board, Pipeline Engineering Branch, Pipeline Crossing Group, 1995.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

9

Board, Canada National Energy. Excavation and construction near pipelines. Calgary, Alta: National Energy Board, 2002.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

10

Board, Canada National Energy. Travaux d'excavation et de construction près des pipelines. Calgary, Alta: Office national de l'énergie, Direction du genie pipelinier, Groupe des croisements de pipelines, 1995.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

More sources

Book chapters on the topic "Buildings Underground construction"

1

Dong, Jingtao, Zhiguo Yan, Yuxin Zhang, and Hehua Zhu. "Research Methods in Tunnel Fire Distinguishing from Buildings in Evacuation." In Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction, 666–73. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0017-2_67.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Zhang, Yuxin, Zhiguo Yan, Hehua Zhu, and Yi Shen. "Fire Response Performance and Social Behavior in Tunnels Distinguishing from Buildings in Evacuation." In Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction, 625–32. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0017-2_63.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Li, Mingyu, and Jibin Zhao. "Progress of Research Advance on the Model Tests on the Interaction Between New Constructions and Adjacent Existing Buildings." In Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction, 536–47. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0017-2_54.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Hwang, Bon-Gang, Pramesh Krishnankutty, Ming Shan, and Kristie Sze Ni Wong. "Are Underground Residential Buildings Feasible? A Preliminary Investigation for Innovations." In Innovative Production and Construction, 505–29. WORLD SCIENTIFIC, 2019. http://dx.doi.org/10.1142/9789813272491_0029.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Korff, M., R. Mair, A. van Tol, and F. Kaalberg. "The response of piled buildings to deep excavations." In Geotechnical Aspects of Underground Construction in Soft Ground, 887–94. CRC Press, 2012. http://dx.doi.org/10.1201/b12748-117.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Giardina, G., S. Ritter, M. J. DeJong, and R. J. Mair. "The role of building position on the response of buildings to tunnelling subsidence: Numerical modelling." In Geotechnical Aspects of Underground Construction in Soft Ground, 287–94. CRC Press, 2017. http://dx.doi.org/10.1201/9781315099507-33.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

"The response of buildings to tunnelling: A case study." In Geotechnical Aspects of Underground Construction in Soft Ground, 895–904. CRC Press, 2012. http://dx.doi.org/10.1201/b12748-118.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Farrell, R., and R. Mair. "Centrifuge modelling of the response of buildings to tunnelling." In Geotechnical Aspects of Underground Construction in Soft Ground, 343–51. CRC Press, 2012. http://dx.doi.org/10.1201/b12748-45.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

"Centrifuge modelling of the response of buildings to tunnelling." In Geotechnical Aspects of Underground Construction in Soft Ground, 361–70. CRC Press, 2012. http://dx.doi.org/10.1201/b12748-47.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Rodriguez, J. A. "Deep excavations for buildings in the Sabana Formation Bogota." In Geotechnical Aspects of Underground Construction in Soft Ground, 145–52. CRC Press, 2021. http://dx.doi.org/10.1201/9780429321559-19.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Buildings Underground construction"

1

He Haijian and Ma Longxiang. "Safety risk evaluation of buildings and structures influenced by construction of adjacent underground engineering." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5775422.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Yun, Wang, Yao Jitao, Yan Yuting, and Shang Xuguang. "Finite Element Research of Self-Supporting Technology in Construction of Underground Structures Adjacent to Existing Buildings." In 2011 International Conference on Information Management, Innovation Management and Industrial Engineering (ICIII). IEEE, 2011. http://dx.doi.org/10.1109/iciii.2011.377.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Neković, Safet, and Damir Jagodić. "ANALYSIS OF FOUNDATION STRUCTURE LOADED ON UPLIFT DUE TO HYDROSTATIC PRESSURE AND DESIGN OF TENSION ELEMENTS BASED ON THE FIELD RESULTS OF TENSION LOAD TESTING." In GEO-EXPO 2020. DRUŠTVO ZA GEOTEHNIKU U BOSNI I HERCEGOVINI, 2020. http://dx.doi.org/10.35123/geo-expo_2020_7.

Full text

Abstract:

In the last ten years, the number of buildings in Bosnia and Herzegovina that is carried out with underground floors has been steadily increasing. An additional useful area that comes with underground floors brings with it a number of technical problems. In addition to securing the construction pit, the most common problem with such facilities is groundwater problems. One of the problems that arise from the action of groundwater is the load on the base plate to the uplift. In the case of an object, or part of an object, which is fewer floors, then this part of the building may cause elevation as a result of the action of the hydrostatic pressure. This paper will analyze the residential and business building in Banja Luka, which consists of two high parts and a floor part. The part of the building consists of only two underground floors, and this part of the building is burdened with uplift and after the completion of all works. At the end of the paper, the results of computational analyses and field tests will be compared.

APA, Harvard, Vancouver, ISO, and other styles

4

Pekoll, Oskar-H. "Upside Down: Historic Tram Goes Underground – an Infrastructure Challenge on the Way to a Modern City." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0074.

Full text

Abstract:

<p>To deal with the high volume of traffic in the historic city center of Karlsruhe (Germany), the track system of the historic surface tram is moved underground.</p><p>First, seven underground stations are built, which are then connected by using a tunnel boring machine for excavation of the tracks. While the traffic continues on the surface, the new underground stations are being built in sections using the dig-and-cast construction method. Due to the high ground water level bore piles and diaphragm walls of reinforced concrete / concrete cut-off wall are used as excavation pit shoring. A grouted sealing blanket made using jet grouting processes serves as horizontal blanket.</p><p>The cover is made while the traffic continues overhead, to this end traffic routing of road and tram traffic is altered in several stages of construction. The subsequent removal of the soil is realized via this newly created tunnel system – this way no truck traffic has to pass through the city center.</p><p>The construction is a challenge to permit a limitation of the deformations in relation to the settlement of the immediately adjacent historic buildings and also in the logistics of the construction while keeping the traffic above ground running.</p>

APA, Harvard, Vancouver, ISO, and other styles

5

Kaczmarek, Łukasz. "Complex Analysis of the Impact of Construction of an Underground Metro Line on the Urban Environment – a Case Study from the Vistula Valley in Warsaw." In The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.040.

Full text

Abstract:

Underground construction in urban areas is a complex investment, impacting existing buildings. The paper presents a case study of the 2nd metro line, in close proximity to the Warsaw Slope (Kaczmarek, Popielski 2016; Kaczmarek et al. 2016). First the digital terrain model was analysed. Next the prospection of electrical resistivity imaging (ERI) were performed. In addition results of archive boreholes were correlated to ERI outcome. Then complementary laboratory tests (e. g. triaxal CU tests) were carried out. Furthermore the prisms located on the Warsaw Slope were measured with tacheometric technique. This results were merged to archive monitoring observations of slope surface deformation and near building settlements. Based on previous steps the finite element method (FEM) simulations were performed. Thanks to numerical analysis cumulative settlements of a particular building above the metro tunnel were calculated. The values of vertical displacements does not affect the stability of the building or the slope nearby. Nevertheless, it can impact serviceability. Furthermore, the value of the calculated Safety Factor of the Warsaw Slope in this section is 1.1. Hence, slope changes require continuous observations. The presented case study shows the usefulness of complex research analysis and its suitability for the purposes of building an extension of the 2nd metro line.

APA, Harvard, Vancouver, ISO, and other styles

6

Price, Bill N., and Jeffrey Smilow. "Designing buildings to deliver city densification over transport infrastructure." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2726.

Full text

Abstract:

<p>New York City constitutes one of the most extreme cases of urban concentration due to land scarcity. The development of skyscrapers has been one of the solutions to address the problem and, more often than not, new structures are being built directly over the extensive network of underground infrastructure in the city.</p><p>The presentation showcases the experience and lessons learned from a selection of projects in the US and UK located directly on top of existing infrastructure. Examples include NYC transit projects spanning from the 1990s, when nine buildings along Riverside Boulevard and on top of the former Penn Central rail yards were developed, to the ongoing Atlantic Yards/Pacific Park project where up to six buildings will be erected on top a 320,000sqft platform over train tracks. Amongst other projects, the presentation will include the Hudson Yards development on the east side of Midtown Manhattan located over the subway entrance to the 34th Street station and the Waterline project built over the AmTrak and LIRR train tracks. In the UK case studies include two recent London projects at Royal Mint Gardens and Principal Place. The general focus is aimed at the structural strategies employed and their impact not only in construction costs but also the long-term effect in the urban fabric.</p>

APA, Harvard, Vancouver, ISO, and other styles

7

Forrest, James A. "Floating Slab Railway Track for Isolation of Vibration: Models of Infinite Length." In ASME 1997 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/detc97/vib-4085.

Full text

Abstract:

Abstract Vibration transmitted from underground railways into nearby buildings is an increasingly significant problem affecting high-value residential and commercial developments. Various forms of vibration isolation are used in underground railways, one of which is the ‘floating slab track’. Rails are fixed directly to a massive concrete slab which in turn rests on a resilient mounting (usually rubber bearings or steel springs) so isolating the track from the tunnel invert. The effectiveness of vibration attenuation does not compare well with the simple mass-spring models typically used in the design of floating slab track. This paper develops a model for floating slab track by conceptualising the track as two infinite beams (representing the rail and the concrete slab) separated by elastic layers representing the resilient elements used in floating slab track construction. A dynamic model for a finite-length unit of track is obtained from this physical model by the dynamic-stiffness-matrix method. A repeating unit method is utilised to create track models of infinite length from the finite track unit, an approach which much reduces the computation required. A concept of total force transmitted to the ground for a given set of inputs on the rail is developed, and the effect of various track parameters on the transmitted force is examined.

APA, Harvard, Vancouver, ISO, and other styles

8

Zevgolis, Ioannis E. "Building Underground: Special Techniques for a Storage Facility." In Construction Research Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40754(183)105.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

White, Paul F., and Gerti Kola. "Milwaukee Streetcar Overhead Contact System: A Challenging Design Effort." In 2019 Joint Rail Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/jrc2019-1294.

Full text

Abstract:

The new Milwaukee Streetcar system has been in the planning, design and construction phases for over 10 years and on November 2, 2018, operations with a combined overhead contact system and streetcar battery power commenced ushering in a new era of growth for the City of Milwaukee. Many challenges in the design and construction of the overhead contact line and power system were encountered during this time period including budgetary constraints, multiple pole location changes, underground obstacles, low clearance bridges, alignment changes, utility conflicts, and changing vehicle requirements. The line was originally designed for pantograph operation but soon adapted for pole/pantograph current collection and then changed back to pantograph only current collection during the final design. The original design consisted of underground feeder cables to supplement a 4/0 contact wire but eventually not utilized due to budgetary constraints. Instead, a larger 350 kcmil contact wire was used with no paralleling feeder cables. The added weight of a 350 kcmil wire with wind, ice and low temperatures created high forces in the overhead contact system (OCS) leading to challenges in pole and foundation design where compliance to the National Electrical Safety Code (NESC) was required. The OCS style originally proposed and finally constructed used an inclined pendulum suspension (IPS) system that was constant tensioned with rotating springs deemed by the installing contractor superior to balance weights. The pendulum system was chosen as it is simple, lightweight, less visually obtrusive, and more economical than other suspension systems such as stitch and steady arm that are being used on other streetcar or light rail systems. IPS has provided Milwaukee with an excellent operating overhead contact system. Buildings along the route that were not historic structures were utilized where possible for span wire attachment but in many locations long bracket arms up to 40 feet long had to be used requiring special designs to keep the size of the pipes standard with the rest of the system. Challenges arose at low bridge underpasses where the contact wire had to be below required code height and special precautions had to be undertaken. Other areas such as the St. Paul Lift Bridge proved challenging as well where special electrically interlocked OCS devices were initially designed to de-energize the overhead wires and is further discussed with the reasoning for their use. This paper outlines the phases of design, the changes to the design that occurred over time, the challenges encountered to the OCS design, the method of design, and the final disposition of the design for construction. It further outlines the construction of the system and problems encountered with poles, foundations, bracket arms, traction power substations, contact wire, feeder cables, and winter conditions affecting the integrity of these structures and how some of these problems were solved.

APA, Harvard, Vancouver, ISO, and other styles

10

Pearlman, Seth L., Michael P. Walker, and Marco D. Boscardin. "Deep Underground Basements for Major Urban Building Construction." In GeoSupport Conference 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40713(2004)61.

Full text

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!