Gotowe bibliografie tematyczne / Geotechnical centrifuge

Gotowa bibliografia na temat „Geotechnical centrifuge”

Autor: Grafiati
Data publikacji: 4 czerwca 2021
Data aktualizacji: 1 lutego 2022

Utwórz poprawne odniesienie w stylach APA, MLA, Chicago, Harvard i wielu innych

Wybierz rodzaj źródła:

Spis treści

Zobacz listy aktualnych artykułów, książek, rozpraw, streszczeń i innych źródeł naukowych na temat „Geotechnical centrifuge”.

Przycisk „Dodaj do bibliografii” jest dostępny obok każdej pracy w bibliografii. Użyj go – a my automatycznie utworzymy odniesienie bibliograficzne do wybranej pracy w stylu cytowania, którego potrzebujesz: APA, MLA, Harvard, Chicago, Vancouver itp.

Możesz również pobrać pełny tekst publikacji naukowej w formacie „.pdf” i przeczytać adnotację do pracy online, jeśli odpowiednie parametry są dostępne w metadanych.

Artykuły w czasopismach na temat "Geotechnical centrifuge"

1

Mitchell, R. J. "The eleventh annual R.M. Hardy Keynote Address, 1997: Centrifugation in geoenvironmental practice and education". Canadian Geotechnical Journal 35, nr 4 (1.08.1998): 630–40. http://dx.doi.org/10.1139/t98-029.

Pełny tekst źródła
Streszczenie:
Geotechnical practitioners and educators may correctly regard the major contributions of centrifuge modelling as relatively substantive and expensive research enterprises. There are, however, many everyday applications of centrifugation that could be made available to both practitioners and educators at a modest cost. Centrifuge modelling and testing at relatively low gravitational levels are particularly relevant to geoenvironmental practice and education; the following applications are typical: (1) centrifuge modelling to produce realistic data on the movement and fate of contaminants in ground water for the validation or further development of numerical simulations; (2) centrifuge testing for the determination of geoenvironmental properties such as hydraulic conductivities and diffusion coefficients in fine-grained soils; (3) centrifuge model design using dimensional similitude for continued education and a better understanding of geoenvironmental concepts. Large commercial modelling centrifuges are beyond the budget of most soils laboratories but smaller dedicated centrifuges, with limited modelling capabilities, can be economically constructed for educational purposes and to produce independent design information that is cost competitive with bench testing.Key words: centrifugal modelling, geoenvironmental practice, education, laboratory centrifuges.
Style APA, Harvard, Vancouver, ISO itp.
2

Yin, Yi Hui, i Lin Long Dou. "Aerodynamic Power of Geotechnical Centrifuge". Advanced Materials Research 421 (grudzień 2011): 788–91. http://dx.doi.org/10.4028/www.scientific.net/amr.421.788.

Pełny tekst źródła
Streszczenie:
The calculated aerodynamic power by using formulas in references is always much less than practical one. The reason was found through analyzing the transformation of mechanical energy output by the motor to heat energy of the whole system and motion energy of the air newly getting in based on the relations of moment equilibrium. New formula of aerodynamic power and equation of air following flow ratio were deduced for closed chamber and holed chamber geotechnical centrifuges. The aerodynamic powers of one constructed closed chamber geotechnical centrifuge and one constructed holed chamber geotechnical centrifuge were computed by using different formulas and the results were compared with each other as well as the practical values, respectively. The comparisons show that the new formulas are much more accurate than previous ones in references.
Style APA, Harvard, Vancouver, ISO itp.
3

Li, Jian Dong, Dian Jun Zuo i Yu Ting Zhang. "Numerical Analysis on Droplet Deformation and Breakup in High Gravity Field". Applied Mechanics and Materials 624 (sierpień 2014): 276–79. http://dx.doi.org/10.4028/www.scientific.net/amm.624.276.

Pełny tekst źródła
Streszczenie:
Research slope stability under rainfall condition in geotechnical centrifuge is an ideal test method, however, the influence of high centrifugal force field produced by running geotechnical centrifuge cannot be neglected. Droplet deformation and breakup under different gravity and of different diameters were studied with VOF method, the results shows that the process of droplet deformation and breakup is similar under condition of different g-value and diameters, droplet breakup in a very short time in high gravity field, and with the increase of g-value, the breakup time of droplet became shorter, with the increase of droplet diameter, the breakup time of droplet became longer under same gravity acceleration. Studies in this paper have important significance in developing geotechnical centrifuge artificial rainfall equipment.
Style APA, Harvard, Vancouver, ISO itp.
4

Wang, Zhong Tao, Bo Xu, Mao Tian Luan i Lin Qing Yang. "An Introduction to a New Drum Centrifuge at DUT". Applied Mechanics and Materials 170-173 (maj 2012): 3106–11. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.3106.

Pełny tekst źródła
Streszczenie:
Geotechnical centrifuges are globally used to investigate the structures which of behaviors are strongly dependent on the physical properties of soil. A new 1.4 m diameter 450 g-Tonne drum centrifuge GT450/1.4, manufactured by Broadbent & G-max company, has been installed at Dalian University of Technology in 2009. Control and data acquisition systems are provided in modular form, allowing a flexible choice of sampling and recording modes. The details including the development of the facility, the additional accessories required and a centrifugal test of submarine landslide are described.
Style APA, Harvard, Vancouver, ISO itp.
5

Singh, D. N., i Sneha J. Kuriyan. "Estimation of hydraulic conductivity of unsaturated soils using a geotechnical centrifuge". Canadian Geotechnical Journal 39, nr 3 (1.06.2002): 684–94. http://dx.doi.org/10.1139/t02-013.

Pełny tekst źródła
Streszczenie:
A saturated silty soil sample is centrifuged in a geotechnical centrifuge to create an unsaturated state. The change in water content of the soil sample is recorded at different points along the length of the sample to obtain the water-content profile, which is then used to obtain the unsaturated hydraulic conductivity of the soil sample. These hydraulic conductivity values are compared with those obtained and reported by previous researchers by conducting accelerated falling-head tests on this soil sample in a centrifuge. The study demonstrates the use of centrifugation techniques to obtain hydraulic conductivities of unsaturated soils.Key words: silty soil, saturated soil, unsaturated soil, hydraulic conductivity, centrifuge testing.
Style APA, Harvard, Vancouver, ISO itp.
6

Tang, Lie Xian, Lian Jun Guo, Da Ning Zhang i Jian Ming Zheng. "Numerical Simulation and Analysis of Centrifuge Model Tests with Nonhomogeneous Materials in Geotechnical Engineering". Applied Mechanics and Materials 353-356 (sierpień 2013): 495–501. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.495.

Pełny tekst źródła
Streszczenie:
The primary methods are antetype observation and model tests which to check the actual engineering status in geotechnical engineering field. The antetype observation is the best direct and convictive method, but approach miscellaneous and spend hugely. The general model tests can not fulfil the same stress between model and antetype. Geotechnical centrifuge model test can not only minish the measure of model and fulfil the comparability condition, but also can found all kinds of non-symmetrical models and simulation all kinds of complicated engineering. So the geotechnical centrifuge model test is applied widely in the geotechnical engineering. This paper used the RFPA-Centrifuge and recured to the principle of geotechnical centrifuge model test, evaluated the safety of model only by increase the physical strength. Though the numerical calculating in nonhomogeneous models with different scales showed that stress, displacement and failure mode were accord with conform ratio of centrifuge model tests. Showed the advantage that the results of RFPA can be validated each other with results of physical tests. For some specifical complicated items in geotechnical engineering, make a good test model is not only very hard and have to spend much time, but also need expensive test equipment and much money for test materials. It is very good if we can use a method to conquer these shortages. So it is advisable that using the mechod which geotechnical centrifuge tests combine RFPA-Centrifuge numerical simulation analysis method.
Style APA, Harvard, Vancouver, ISO itp.
7

Li, Xin Yao, Zhao Yu Luo, Ming Lin i Ming Lei Zhang. "Design and Research of Condition Monitoring and Fault Diagnosis System of Geotechnical Centrifuge". Applied Mechanics and Materials 224 (listopad 2012): 460–65. http://dx.doi.org/10.4028/www.scientific.net/amm.224.460.

Pełny tekst źródła
Streszczenie:
With some increase in capacity, load and runtime, running safety of geotechnical centrifuge becomes more and more grim. General layout and structure of geotechnical centrifuge are introduced. Main fault and fault components of geotechnical centrifuge are analyzed. A new distributed equipment condition monitoring and fault diagnosis network system based on RS485 field bus and industrial Ethernet is designed. Key technologies of this system are researched. Real-time signals of vibration, temperature and strain can be synchronously collected and processed. The application of this system can provide a reliable basis for running safety and maintenance timely of centrifuge.
Style APA, Harvard, Vancouver, ISO itp.
8

Li, L., D. A. Barry i K. J. L. Stone. "Centrifugal modelling of nonsorbing, nonequilibrium solute transport in a locally inhomogeneous soil". Canadian Geotechnical Journal 31, nr 4 (1.08.1994): 471–77. http://dx.doi.org/10.1139/t94-056.

Pełny tekst źródła
Streszczenie:
This paper presents results of centrifugal modelling of physical nonequilibrium transport of nonsorbing solute in a locally inhomogeneous soil. Mathematical modelling of this class of transport process is restricted by the difficulties in determining the model parameters. The modelling results suggest that physical modelling on a geotechnical centrifuge may offer another approach to tackle this problem under certain conditions. Key words : tracer transport, centrifuge, physical modelling, heterogeneous soil, two-region model, scaling.
Style APA, Harvard, Vancouver, ISO itp.
9

Sharma, Jitendra S., i Lal Samarasekera. "Effect of centrifuge radius on hydraulic conductivity measured in a falling-head test". Canadian Geotechnical Journal 44, nr 1 (1.01.2007): 96–102. http://dx.doi.org/10.1139/t06-092.

Pełny tekst źródła
Streszczenie:
An equation for the estimation of hydraulic conductivity from a falling-head test conducted in a centrifuge is derived that takes into account linearly increasing centrifugal acceleration across the soil sample. This equation indicates that, in the case of a falling-head test conducted using a small radius centrifuge, the assumption of constant centrifugal acceleration could result in significant underestimation of hydraulic conductivity. It is also shown that ignoring the curvature of the water table in a centrifuge model could also result in slight overestimation of hydraulic conductivity. The importance of setting the centrifuge acceleration level at an appropriate radial distance to achieve correct modelling of the prototype is also emphasized.Key words: hydraulic conductivity, centrifuge modelling, falling-head test.
Style APA, Harvard, Vancouver, ISO itp.
10

Zarime, Nur Aishah, i Wan Zuhairi Wan Yaacob. "Measuring Hydraulic Conductivity Using Geotechnical Centrifuge". American Journal of Engineering and Applied Sciences 10, nr 4 (1.04.2017): 878–81. http://dx.doi.org/10.3844/ajeassp.2017.878.881.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
Więcej źródeł

Rozprawy doktorskie na temat "Geotechnical centrifuge"

1

Smith, James Seymour. "Scaled geotechnical centrifuge modelling of gelifluction". Thesis, Cardiff University, 2004. http://orca.cf.ac.uk/54676/.

Pełny tekst źródła
Streszczenie:
This thesis describes the laboratory modelling of gelifluction processes using the geotechnical centrifuge technique. Thirteen 1/10 scale planar slope models were frozen from the surface downwards on the laboratory floor and thawed, also from the surface downwards, under gravitational acceleration of 10 gravities (approximately 98.1 ms'2). A natural sandy silt soil from Quaternary periglacial slope deposits collected in SW England formed the base test material and slope models at gradients 4, 8, 12 and 16 were constructed using this soil. 10% and 20% by weight increments of glaciolacustrine silt and Kaolinite clay were added to the natural soil and a series of slope models were constructed at gradients of 4, 8, and 12 using these soils. Each slope model was subjected to four cycles of freezing and thawing except for the four slope models that underwent rapid slope failure. During thaw, soil temperatures and pore water pressures were recorded continuously, together with soil thaw settlement and surface displacement. Following each experiment, models were sectioned to observe displacement columns that showed the profiles of soil movement and allowed volumetric displacements to be calculated. It was shown that thaw settlement and slope gradient strongly affected the rate of surface movement and the subsurface profile of movement. Increasing slope gradient generated greater amounts of subsurface and surface movement as a function of increased gravitational shear stress. Thawing ice lenses inclined parallel to the slope gradient provided localised zones of microshearing in response to localised low frictional resistance. Rates of movement increased between the 4 and 8 models, but a greater increase occurred between the 8 and 12 models. A slope failure was initiated within the 16 slope model. Rates of gelifluction were dominantly influenced by increasing silt content impacting upon the distribution of segregated ice and the reduction of frictional shear strength. Increasing silt content generated high positive porewater pressures commonly in excess of hydrostatic and consequently greater amounts of pre-failure strain. A clear behavioural threshold was identified between the 10% and 20% silt soils, with far greater gelifluction in the latter than the former. Increasing clay content had a less pronounced impact upon rates of gelifluction when compared to increasing silt due to cohesion. Rates of movement increased between the 10% and 20% clay in response to lower shear strength. A sawtooth style of pore pressure response caused by water escape events within the 20% clay prevented maximum potential pressures being achieved and possibly impacted upon the overall rate of gelifluction. A successful simulation of both landsliding and slow mass wasting processes was undertaken and future applications for the technique have been outlined.
Style APA, Harvard, Vancouver, ISO itp.
2

Lemoine, Elise Marie Jeanette Simone. "Modelling sand production in a geotechnical centrifuge". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0018/MQ48275.pdf.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
3

Louw, Hendrik. "Modelling horizontally loaded piles in the geotechnical centrifuge". Diss., University of Pretoria, 2020. http://hdl.handle.net/2263/73182.

Pełny tekst źródła
Streszczenie:
Pile foundations are extensively used to support various structures that are constructed in soft/loose soils, where shallow foundations would be considered ineffective due to low bearing capacities and large settlements. The design of these structures to accommodate lateral applied loads in particular, usually imposed by winds, water and earth pressures, has gained popularity over the past few decades. The behaviour of horizontally loaded piled foundations is a complex soil-structure interaction problem and is usually concerned with the relative stiffness between the pile and the surrounding soil, where the relative stiffness is a function of both the stiffness and properties of the pile and the stiffness of the soil. Many design assumptions and methods used for pile foundations are based on the principles observed from metal piles. This raises the question of the validity and accuracy of assumptions and methods for the use of analysing and designing reinforced concrete piles, that exhibits highly non-linear material behaviour and changing pile properties after cracking. Due to the elastic behaviour of metal sections, these methods typically only focus on the soil component of the soil-structure interaction problem, only allowing changes and non-linear behaviour of the soil surrounding the pile to take place upon load application, mostly disregarding the behaviour and response of the pile itself. The main purpose and objective of the study was to determine whether aluminium sections in a centrifuge could be used to realistically and sufficiently accurately model the monotonic and cyclic response of reinforced concrete piles subjected to lateral loading. This was observed though a number of tests conducted in a geotechnical centrifuge on scaled aluminium and reinforced concrete piles, subjected to both monotonic and cyclic loading. After conducting the tests on both the scaled aluminium and reinforced concrete piles in the centrifuge it was concluded that aluminium sections cannot be used to accurately model and predict the lateral behaviour of reinforced concrete piles. Both the scaled aluminium and reinforced concrete piles proved to model the concept of laterally loaded piles quite well regarding bending at low loads. However, even at low lateral loads, the observed response of the scaled reinforced concrete was significantly different than that observed from the scaled aluminium pile. Furthermore, as the magnitude of the applied load and bending increased, the scaled reinforced concrete pile cracked, resulting in non-linear behaviour of the section under loading, which was not the case for the scaled aluminium pile that remained uncracked. This contributed to the difference in behaviour between the piles studied, therefore, the true material behaviour and failure mechanisms involved with reinforced concrete piles were not replicated by using a scaled aluminium pile section. The non-linear behaviour of the scaled reinforced concrete pile after cracking affected both the behaviour of the pile, as well as the response of the soil surrounding the pile, in contrast with the behaviour observed from the scaled aluminium pile.
Dissertation (MEng)--University of Pretoria, 2020.
The Concrete Institute
Concrete Society of Southern Africa
WindAfrica project
Civil Engineering
MEng (Structural Engineering)
Unrestricted
Style APA, Harvard, Vancouver, ISO itp.
4

Begaj, Qerimi Leonora. "Geotechnical centrifuge model testing for pile foundation re-use". Thesis, City, University of London, 2009. http://openaccess.city.ac.uk/17452/.

Pełny tekst źródła
Streszczenie:
In recent years development is at premium in many European cities. With life cycles of 25-30 years of buildings in financial cities and about 40 years in regional centres the ground is becoming more and more congested with redundant foundations. As the underground development of services and infrastructure already confines the location of building foundations, redundant foundations only add to this problem. The research described in this thesis, using centrifuge model testing, describes how the existing pile foundations in overconsolidated clay are likely to behave when their loading conditions are changed by unloading caused by demolition and subsequent reloading. This is done with the view to re-use the existing pile foundations for the new redevelopments. The influence of the new foundations on the existing foundations is also described. By re-using the foundations, the use of raw materials is reduced, the energy consummation for construction is reduced, the volume of soil from foundation construction is eliminated and the construction time significantly reduced, consequently reducing the whole costing of a structure. Experimental data was obtained from series of twenty one centrifuge model tests undertaken at 60g. The geometry of the model was such that it was possible to test two sets of foundations with each test. The performance of piles in overconsolidated clay when subjected to load/unload/reload cycles and the influence of supplementary piles used to achieve the required capacity were investigated. The model tests include comparison of the behaviour of bored piles when supplemented with mini piles of different length, number and spacing (centre to centre distance between the mini piles and the existing centre pile). An increase in capacity was observed when single piles were subjected to load cycles. It was found that this increase in capacity is dependent on the previous loading conditions of the pile. The behaviour of enhanced piles was characterised using a single pile test as datum test. The influence of these novel pile groups on the existing pile was dependent on the number, length of the mini-piles in the group and centre to centre spacing between the existing and new pile foundation.
Style APA, Harvard, Vancouver, ISO itp.
5

Taunton, Paul R. "Centrifuge modelling of soil/masonry structure interaction". Thesis, Cardiff University, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.244112.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
6

Mokrani, A. "Centrifuge and finite element modelling of buried flexible culverts". Thesis, University of Manchester, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.233377.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
7

Depountis, Nikos. "Geotechnical centrifuge modelling of capillary phenomena and contaminant migration in unsaturated soils". Thesis, Cardiff University, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.364759.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
8

Brouwers, Luke Bernhard. "Geotechnical Centrifuge Modelling of Variably Saturated Flow at The Soil-Rock Interface". Diss., University of Pretoria, 2017. http://hdl.handle.net/2263/63229.

Pełny tekst źródła
Streszczenie:
The underlying mechanisms governing unsaturated flow from soil into fractured rock in the intermediate fractured vadose zone is still poorly understood despite occurring in numerous areas of application. To gain a better understanding of these mechanisms, a series of physical experiments using a geotechnical centrifuge are performed. The centrifuge model comprises of two Perspex® sheets bent to form a clean smooth parallel 1mm aperture single discrete fracture that is inclined 90º, 75º and 60º from horizontal, where dry sand is placed on top and water is supplied as continuous and intermittent influx styles. The presence of the interface shows the development of perched water system and saturated wetting front along the interface, which supports the capillarydominant conceptual models for the fractured vadose zone. Breaching through the interface occurred from preferential feeding pathways in the soil as multiple point sources in the fracture and flow regimes composing of droplets, tendrils with droplet formation and numerous types of rivulets indicating that fluxes within the fracture range between 1 x 10-8 < Q < 1 x 10-4 m3/s per m. Changing the influx styles did not alter the flow mechanisms occurring within the fracture. However, intermittent influx did provide larger saturated wetting fronts along the interface while continuous influx promotes flow instability within the fracture. Altering the fracture inclination influenced the dominant flow mechanisms within the fracture but full saturation is never achieved but rather only a potential 5 - 30% cross-sectional area contributes to flow, which further decreases with depth due to merging of rivulets in upper regions of the fracture. Although the results from the geotechnical centrifuge model may not be scaled to prototype conditions due to similitude not being achieved between the Capillary and Bond numbers, observations of breaching of the soil-rock interface, flow mechanisms and flow instabilities within the fracture are similar in both the 1g and 20g experiments indicating gravity driven flow instability maintains similitude and the geotechnical centrifuge model offers a representative indication of natural conditions. The contrasting support for both conceptual models regardless of fracture inclination indicates that variably saturated flow at the soil-rock interface is a combination of the two current conceptual models, with capillary flow dominating in soil material and the dominant flow regime present within the fracture dependant on the interaction of interfacial capillarity, gravitational and viscous forces. Ultimately the improved conceptualisation and understanding gained from these experiments will benefit hydrogeological as well as geotechnical areas of application such as hillslope hydrology, contaminant transport, groundwater recharge, slope stability, differential settlement, waste disposal, rock mass stress distributions, grouting and seepage into excavations.
Dissertation (MSc)--University of Pretoria, 2017.
Water Research Commission
Geology
MSc
Unrestricted
Style APA, Harvard, Vancouver, ISO itp.
9

Hurley, Shawn J. "Development of a settling column and associated primary consolidation monitoring systems for use in the geotechnical centrifuge : investigation of geotechnical-geophysical correlations /". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0009/MQ42397.pdf.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
10

Iglesia, Geraldo R. (Geraldo Ramiro). "Trapdoor experiments on the centrifuge--a study of arching in geomaterials and similitude in geotechnical models". Thesis, Massachusetts Institute of Technology, 1991. http://hdl.handle.net/1721.1/113811.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
Więcej źródeł

Książki na temat "Geotechnical centrifuge"

1

TAYLOR, R. N., red. Geotechnical Centrifuge Technology. Abingdon, UK: Taylor & Francis, 1988. http://dx.doi.org/10.4324/9780203210536.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
2

McWilliams, P. C. Bureau of Mines geotechnical centrifuge research--a review. Washington, DC: Dept. of the Interior, 1989.

Znajdź pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
3

McWilliams, P. C. Bureau of Mines geotechnical centrifuge research--a review. Washington, DC: U.S. Dept. of the Interior, Bureau of Mines, 1989.

Znajdź pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
4

International Conference on Geotechnical Centrifuge Modelling. Centrifuge 88: Proceedings of the International Conference on Geotechnical Centrifuge Modelling/Paris/25-27 April 1988. Redaktor Corté Jean-François. Rotterdam: A. A. Balkema, 1988.

Znajdź pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
5

Symposium on the Application of Centrifuge Modelling to Geotechnical Design (1984 Manchester, England). Application of centrifuge modelling to geotechnical design: Proceedings of a Symposium on the Application of Centrifuge Modelling to Geotechnical Design, Manchester, 16-18 April, 1984. Rotterdam: A.A. Balkema, 1985.

Znajdź pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
6

Symposium on the Application of Centrifuge Modelling to Geotechnical Design (1984 Manchester, England). Application of centrifuge modelling to geotechnical design: Proceedings of a symposium, Manchester, 16-18 April 1984. Rotterdam: A. A. Balkema, 1985.

Znajdź pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
7

International, Conference on Geotechnical Centrifuge Modelling (1988 Paris France). Centrifuge 88 : proceedings of the International Conference on Geotechnical Centrifuge Modelling/Paris/25-27 April 1988 =: Centrifugeuse 88 : comptes rendus du Congrès international sur la modélisation géotechnique en centrifugeuse/Paris/25-27 Avril 1988. Rotterdam: Balkema, 1988.

Znajdź pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
8

ASCE National Convention (1988 Nashville, Tenn.). Soil properties evaluation from centrifugal models and field performance: Proceedings of a session sponsored by the Geotechnical Engineering Division of the American Society of Civil Engineers in conjunction with the ASCE National Convention, Nashville, Tennessee, May 10, 1988. New York, N.Y: American Society of Civil Engineers, 1988.

Znajdź pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
9

N, Taylor R., red. Geotechnical centrifuge technology. London: Blackie Academic & Professional, 1995.

Znajdź pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
10

Centrifuge Modelling for Civil Engineers. CRC Press, 2012.

Znajdź pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.

Części książek na temat "Geotechnical centrifuge"

1

Airoldi, Sergio, Vincenzo Fioravante i Daniela Giretti. "Soil Liquefaction Tests in the ISMGEO Geotechnical Centrifuge". W Springer Series in Geomechanics and Geoengineering, 469–72. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97112-4_105.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
2

Li, Jiandong, Yuting Zhang i Wenbin Pei. "Numerical analysis of rainfall equipment in the geotechnical centrifuge". W Advances in Energy Science and Equipment Engineering II, 1157–61. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2017. http://dx.doi.org/10.1201/9781315116174-60.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
3

Feng, Zhen, i Yueping Yin. "Geotechnical Centrifuge Modelling for Rock Slope Failure: A Brief Overview". W Landslide Science for a Safer Geoenvironment, 39–43. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-05050-8_7.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
4

Viswanadham, B. V. S. "Centrifuge Model Studies on the Performance of Geosynthetic-Reinforced Soil Structures". W Developments in Geotechnical Engineering, 157–82. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-5871-5_9.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
5

Lei, Guoping, Sara Usai i Wei Wu. "Centrifuge Study of Soil Arching in Slope Reinforced by Piles". W Recent Advances in Geotechnical Research, 105–15. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-89671-7_9.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
6

Veenhof, Rick, i Wei Wu. "Behaviour of Reinforced Sand with Synthetic Fibres in a Centrifuge". W Recent Advances in Geotechnical Research, 197–209. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-89671-7_17.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
7

Nakamoto, Shion, i Jiro Takemura. "Centrifuge Model Test on Slope Reinforcement by Rock Bolt with Facing Plate". W Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls, 301–9. Tokyo: Springer Japan, 2016. http://dx.doi.org/10.1007/978-4-431-56205-4_28.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
8

Huang, An-Bin, Kuen-Wei Wu, Mohammed Z. E. B. Elshafie, Wen-Yi Hung i Yen-Te Ho. "Development of an FBG-Sensed Miniature Pressure Transducer and Its Applications to Geotechnical Centrifuge Modelling". W Springer Series in Geomechanics and Geoengineering, 694–98. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97112-4_155.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
9

Ng, Charles Wang Wai, Qipeng Cai i Sina Baghbanrezvan. "Three-Dimensional Centrifuge and Numerical Modeling of Underground Structures Subjected to Normal Faulting". W Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics, 11–40. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1468-2_2.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
10

"Centrifuge modelling". W Geotechnical Modelling, 279–318. CRC Press, 2017. http://dx.doi.org/10.1201/9781315273556-11.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.

Streszczenia konferencji na temat "Geotechnical centrifuge"

1

Murff, J. D. "The Geotechnical Centrifuge in Offshore Engineering". W Offshore Technology Conference. Offshore Technology Conference, 1996. http://dx.doi.org/10.4043/8265-ms.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
2

El-Sekelly, Waleed, Tarek Abdoun i Vicente Mercado. "Estimation of Shear Wave Velocity in Centrifuge Models". W Geotechnical Frontiers 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480489.010.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
3

Boylan, N., C. Gaudin, D. J. White, M. F. Randolph i J. A. Schneider. "Geotechnical Centrifuge Modelling Techniques for Submarine Slides". W ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79059.

Pełny tekst źródła
Streszczenie:
The gradual shift of hydrocarbon developments into deeper waters has presented fresh challenges for offshore geotechnical engineering. Many installations in deep water require export pipelines to shore which can be many hundreds of kilometers in length. These pipelines must negotiate unstable regions of soft seabed around the steep continental shelf and variable terrain including canyons with depths ranging from tens of meters to a several hundred meters. These challenging conditions present potential geohazards for which little understanding has been developed so far. One of the major geohazards is the impact of a submarine landslide on nearby pipelines which could potentially damage the pipeline. Consequently, a Joint Industry Project (JIP) has been initiated at the Centre for Offshore Foundation Systems to improve methods for assessing the potential damage to pipelines and to provide information to assist re-routing of a pipeline to a safer alignment if necessary. This paper presents an overview of the development of specific modeling techniques to (i) trigger a submarine landslide in a geotechnical centrifuge, (ii) measure the strength properties of the slide material before, during, and after the slide failure and (iii) measure the interaction between the runout material and the seabed.
Style APA, Harvard, Vancouver, ISO itp.
4

Zhao, Yue, Jiandong Li i Yi Meng. "Water Level Variation Equipment in Geotechnical Centrifuge". W 2017 2nd International Conference on Advances in Materials, Mechatronics and Civil Engineering (ICAMMCE 2017). Paris, France: Atlantis Press, 2017. http://dx.doi.org/10.2991/icammce-17.2017.22.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
5

Kamalzare, Soheil, i C. Guney Olgun. "Numerical Modeling of Columnar-Reinforced Ground Behavior during Dynamic Centrifuge Testing". W Geotechnical Frontiers 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480441.005.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
6

El Shafee, Omar, Tarek Abdoun i Mourad Zeghal. "Centrifuge Modeling and Analysis of Soil Structure Interaction under Biaxial Dynamic Excitations". W Geotechnical Frontiers 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480489.005.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
7

Armstrong, R. J., R. W. Boulanger, U. Gulerce, B. L. Kutter i D. W. Wilson. "Centrifuge Modeling of Pile Pinning Effects". W Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)158.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
8

Franza, Andrea, i Alec M. Marshall. "Centrifuge Modelling of Tunnelling beneath Axially Loaded Displacement and Non-Displacement Piles in Sand". W Geotechnical Frontiers 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480441.060.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
9

Ramirez, Jenny, Mahir Badanagki, Morteza Rahimi Abkenar, Mohamed A. ElGhoraiby, Majid T. Manzari, Shideh Dashti, Andres Barrero, Mahdi Taiebat, Katerina Ziotopoulou i Abbie Liel. "Seismic Performance of a Layered Liquefiable Site: Validation of Numerical Simulations Using Centrifuge Modeling". W Geotechnical Frontiers 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480489.033.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
10

Kim, Joon Han, i Scott M. Olson. "Evaluation of Earthquake-Induced Free-Field Settlement under Partially Drained Conditions from Dynamic Centrifuge Tests". W Geotechnical Frontiers 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480472.058.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.

Raporty organizacyjne na temat "Geotechnical centrifuge"

1

Purcell, M. R., i C. R. Hollopeter. AFCESA Geotechnical Centrifuge. Fort Belvoir, VA: Defense Technical Information Center, marzec 1993. http://dx.doi.org/10.21236/ada271174.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
2

Ko, Hon-Yim. Development of a 400 G-Ton Geotechnical Centrifuge. Fort Belvoir, VA: Defense Technical Information Center, listopad 1986. http://dx.doi.org/10.21236/ada179687.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
3

Leavell, Daniel A., Johannes L. Wibowo, Donald E. Yule i Ryan C. Strange. Geotechnical Centrifuge Experiments to Evaluate Piping in Foundation Soils. Fort Belvoir, VA: Defense Technical Information Center, maj 2014. http://dx.doi.org/10.21236/ada602067.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
4

Cheney, J. A. Relocation and repair of the National Geotechnical Centrifuge. Final report. Office of Scientific and Technical Information (OSTI), październik 1994. http://dx.doi.org/10.2172/10190722.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
5

Joseph, P. G., H. H. Einstein i R. V. Whitman. A Literature Review of Geotechnical Centrifuge Modeling with Particular Emphasis on Rock Mechanics. Fort Belvoir, VA: Defense Technical Information Center, czerwiec 1988. http://dx.doi.org/10.21236/ada213793.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
6

Shaking Table System for Geotechnical Centrifuge. Purdue University, 2007. http://dx.doi.org/10.5703/1288284315775.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
Możesz być także zainteresowany rozszerzonymi bibliografiami na temat „Geotechnical centrifuge” dla poszczególnych typów źródeł:
Artykuły w czasopismach Rozprawy doktorskie
Oferujemy zniżki na wszystkie plany premium dla autorów, których prace zostały uwzględnione w tematycznych zestawieniach literatury. Skontaktuj się z nami, aby uzyskać unikalny kod promocyjny!

Do bibliografii