Littérature scientifique sur le sujet « INCLINED BED »
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Articles de revues sur le sujet "INCLINED BED"
Sugioka, Ryokichi, Ryohei Yamazaki, Osamu Ando et Genji Jimbo. « Slug behavior in inclined fluidized bed. » KAGAKU KOGAKU RONBUNSHU 15, no 2 (1989) : 418–21. http://dx.doi.org/10.1252/kakoronbunshu.15.418.
Texte intégralDanoff-Burg, Sharon, Holly M. Rus, Morgan A. Weaver et Roy J. E. M. Raymann. « Sleeping in an Inclined Position to Reduce Snoring and Improve Sleep : In-home Product Intervention Study ». JMIR Formative Research 6, no 4 (6 avril 2022) : e30102. http://dx.doi.org/10.2196/30102.
Texte intégralEl-Bisy, Mousa S. « Bed changes at toe of inclined seawalls ». Ocean Engineering 34, no 3-4 (mars 2007) : 510–17. http://dx.doi.org/10.1016/j.oceaneng.2006.02.006.
Texte intégralYamazaki, Ryohei, Ryokichi Sugioka, Osamu Ando et Genji Jimbo. « Minimum fluidization velocity of inclined fluidized bed. » KAGAKU KOGAKU RONBUNSHU 15, no 2 (1989) : 219–25. http://dx.doi.org/10.1252/kakoronbunshu.15.219.
Texte intégralBERZI, D., et J. T. JENKINS. « Steady inclined flows of granular-fluid mixtures ». Journal of Fluid Mechanics 641 (16 novembre 2009) : 359–87. http://dx.doi.org/10.1017/s0022112009991510.
Texte intégralRidha, Huda, et Sarah Oleiwi. « Numerical Investigation for Liquid - Solid Inclined Fluidized Bed ». International Journal of Heat and Technology 38, no 1 (31 mars 2020) : 137–44. http://dx.doi.org/10.18280/ijht.380115.
Texte intégralHASATANI, Masanobu, Norio ARAI et Yoshinori ITAYA. « Drying of powder in inclined oscillating fluidized bed. » Journal of the Society of Powder Technology, Japan 24, no 6 (1987) : 395–400. http://dx.doi.org/10.4164/sptj.24.395.
Texte intégralYe, Chen, Wang Kelin, Sun Xiaofeng, Qu Jingyu et Cao lihu. « Simulation on Incipient Particle Motion in Highly-Inclined Annulus ». Recent Patents on Engineering 14, no 1 (21 juin 2020) : 103–12. http://dx.doi.org/10.2174/1872212113666190329234115.
Texte intégralZhang, Guodong, et Kun Chao. « Downward flow of proppant slurry through curving pipes during horizontal well fracturing ». Oil & ; Gas Science and Technology – Revue d’IFP Energies nouvelles 73 (2018) : 31. http://dx.doi.org/10.2516/ogst/2018032.
Texte intégralMinatti, Lorenzo, Enio Paris et Luca Solari. « On the erosion due to inclined jets ». Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation 42, no 1 (1 janvier 2010) : 187–96. http://dx.doi.org/10.2478/v10060-008-0077-3.
Texte intégralThèses sur le sujet "INCLINED BED"
Bakhurji, Alhussain. « Hydrodynamics and solids mixing behaviour of fluidized beds with inclined-hole distributor ». Thesis, University of British Columbia, 2017. http://hdl.handle.net/2429/62101.
Texte intégralApplied Science, Faculty of
Chemical and Biological Engineering, Department of
Graduate
Araya, Tadashi. « Grain fabrics formed on horizontal to gently inclined sandy erodible beds under unidirectional, oscillatory and combined flows, with special reference to the dependence of imbrication angles on grain elongation and grain size ». 京都大学 (Kyoto University), 2004. http://hdl.handle.net/2433/147833.
Texte intégralLin, Yue-Hsien, et 林宇銜. « Experimental Study of Reflected Waves on Inclined porous bed ». Thesis, 2003. http://ndltd.ncl.edu.tw/handle/65896250629120315391.
Texte intégral國立成功大學
水利及海洋工程學系碩博士班
91
The purpose of this study is to investigate wave reflections on smooth and varied porous inclined beds in a wave flume of Tainan Hydraulics Laboratory. Among the 585 tests, it was mainly categorized into two groups, which were those covered the entire inclined beds and those porous beds only covered the surf-zone region. The characteristics and reflection coefficients of waves propagate on porous beds of varied slopes, constructed material, porosities, the ratio of incident wave heights to thickness of constructed material and nonlineality were investigated.. Experimental results show that wave dissipation is influenced by porous inclined beds of varied material. The presented results also show that the larger the porosity is, the more wave energy would be dissipated. While nonlineality increases, the porosity increases with an decrease in influences of slope. Moreover, the ratio of incident wave heights to thickness of constructed material will influence the distribution of reflection coefficients on the porous inclined beds. The wave reflection influenced by incident wave height reveals more obviously on smooth beds. Finally, the distribution graghs of Ur combined with Hi、d、L and Cr yield that the wave dissipation of porous structure reveals more obviously subject to long waves.
KUMAR, BHARAT. « SCOURING PATTERN AT DOWNSTREAM OF DIFFERENT TYPES OF ENERGY DISSIPATORS ON FLAT BED AND INCLINED BED USING TWO DIFFERENT SIZE OF AGGREGATE ». Thesis, 2016. http://dspace.dtu.ac.in:8080/jspui/handle/repository/15313.
Texte intégralChang, Xue-Ren, et 張學仁. « Experimental Studies on Wave Attenuation over an Inclined Porous Bed ». Thesis, 2006. http://ndltd.ncl.edu.tw/handle/98773753060956277278.
Texte intégral國立成功大學
水利及海洋工程學系專班
94
This paper is aimed to investigate the relationship between wave decay and the physical properties of porous bed. To achieve this, a series of experimental tests were conducted. In these tests, a total of four types of porous material and four material thickness were adopted, then wave decay over these porous beds were measured under various wave conditions. Based on experimental results, it is observed that the wave height decreases as the dimensionless progressive distance increases. Further, the wave-decay rate increases rapidly with increasing relative thickness of the porous bed as the relative thickness is smaller than 0.2. However, if the relative thickness becomes greater than 0.2, the wave-decay rate increases only slightly with increasing relative thickness. Therefore, it is realized that waves consume more energy on the porous bed within a relative thickness of 0.2 than within the deeper part. As for the porosity, it is indicated that the wave height reduces rapidly with increasing porosity. Finally, a regression analysis was conducted and a wave-decay formula was established relating to those factors such as dimensionless progressive distance, relative thickness, and porosity.
Tseng, Pin-Ju, et 曾品儒. « Operating Limitation and Design Method of Inclined Circulating Fluidized Bed ». Thesis, 2017. http://ndltd.ncl.edu.tw/handle/a553my.
Texte intégral國立臺灣大學
機械工程學研究所
105
The purpose of this study is to discuss operating limitations of inclined circulating fluidized bed. With different conditions of inlet air and parameters of desiccants, minimum of circulating wind speed and related parameters can be found by experiments. And according the results of the experiments, the design method of fluidized bed can also be set out. First, by the observation of the paths between beds, the main reason causing the paths’ jamming can be conjectured to be the sphericity, the static electricity, the direction of the wind in the paths, the flow rate of desiccant particles in the paths and the filling height of desiccant. Besides, the parameters affecting the behavior of desiccant particles in the paths are the material density and strength of desiccants. Second, according to the results of the experiments, the parameter affecting minimum of circulating wind speed most is the average filling amount of desiccants per area, and it presents positive correlation. Finally, according to the results of the experiments and the relations between parameters of beds, the design method of fluidized beds can be set out.
Hung, Tai-Chih, et 洪泰智. « Performance Improvement of Circulating Inclined Fluidized Bed Applied to Desiccant Dehumidification Systems ». Thesis, 2016. http://ndltd.ncl.edu.tw/handle/02491290140676452898.
Texte intégral國立臺灣大學
機械工程學研究所
104
The purpose of this study is to design a inclined circulating fluidized bed that maintains a healthy indoor environment and be energy-efficient. With gravity, the design of particle channels vertical to the bed and the characteristics of the fluidized bed. The system can adsorb water continuously without funnel and corner joints. First, compared to the circulating inclined fluidized beds device. The total adsorption amounts of circulating improved inclined fluidized bed increased by 6.8% when the air speed was 3 m/s, the entrance air temperature was 27℃and relative humidity was 70% in the adsorption bed, the entrance air temperature was 50℃in the desorption bed , and filled with 4mm diameter silica gel, total weight 550 g, in each bed. Under this condition, the pressure loss and the energy consumption of fan reduced by 10.6% and 11.8% respectively. The result indicated that the circulating improved inclined fluidized bed has better dehumidification performance than the circulating inclined fluidized bed. Second, changed the geometric parameters of the circulating improved inclined fluidized bed. Maintain the high of desorption bed base and adjust particle channels to 20 cm high of the adsorption bed, accordingly, the total adsorption amounts increased by 16%. Further, simulation ambient air conditions at Taipei 2014 annual. The total adsorption amounts was 729.5 kg , compared to the circulating inclined fluidized beds device, the dehumidification performance of circulating improved inclined fluidized bed increased by 14.1% When the entrance air temperature was 30℃and relative humidity was 80% in the adsorption bed, the entrance air temperature was50℃ in the desorption bed, compared to the circulating improved inclined fluidized beds device with silica gel, the adsorption capacity of particles mixed with silica gel and polymer was lower than silica gel 11.6%. The result indicated that silica gel has better particles mixed with silica gel and polymer. Last, the dehumidification will increase 5.7% when inclined circulating fluidized bed adjust to 10°, but this system can not maintaining stability in a long time.
Tseng, Tsai-Ming, et 曾才鳴. « Improved Circulating Square-tube Inclined Fluidized Beds for Dehumidification Systems ». Thesis, 2019. http://ndltd.ncl.edu.tw/handle/dxxb9x.
Texte intégral國立臺灣大學
機械工程學研究所
107
The purpose of this study is to design an inclined circulating fluidized bed that maintains a proper humid indoor environment and be energy-efficient. With gravity, the design of particle channels and the characteristics of the fluidized bed, the system can adsorb water vapor continuously and steadily. This study first experimentally investigates the performance of the fluidized bed, both circular and square tube, under different operating air conditions. The results indicates that the adsorption capacity is increased with the raising relatvie humidity of the outside air and the raising regeneration temperature. Besides, under the condition of high regeneration temperature(50℃), there is little difference between the adsorption capacity of a circular tube and that of a square tube. Nevertheless, under low regeneration temperature(25℃), the adsorption performance of curcular tube is higher than that of the square tube. It’s because, compared to a square tube, the shape of a circular tube inherently increases the exchange rate of particles between the beds. This study also experimentally investigates the influence of a wedged-shape air baffle on the performance of the system, and then finds out the weight of particles with the highest adsorption rate. The results indicates that the total adsorption amount per hour per weight of particles increases with the baffle placement. The number 4 baffle of the circular beds (bottom thickness 4.7 cm, height 13 cm) with the weight of particles 495 g per bed has the highest total adsorption amount per hour per weight of particles, 0.512 kg/hr-kg. In this experiment, as the lower edge of the exit of the particle channels represents the baseline, the submerging height (the average height of the inclined particle plane in beds) is around 60% of the length between the lower edge and the higher edge of the exit of the particle channels. As for the square-tube beds, the number 4 baffle (bottom thickness 4.15 cm, height 13 cm) with 408 g weight of particles gives the highest adsorption result, 0.534 kg/hr-kg. Its submerging height is around 45% of the length between the lower/higher edges of the exit of the particle channels.
Sarkar, Mantu. « Solids flows from fixed and fluidized beds through inclined pipes ». Thesis, 1990. http://localhost:8080/xmlui/handle/12345678/3308.
Texte intégralHSIEH, PEI-YU, et 謝佩瑜. « The Effect Stability of Channel-bed Equipted with Incline Type Ground Sills ». Thesis, 2008. http://ndltd.ncl.edu.tw/handle/20253972891602007164.
Texte intégral逢甲大學
水利工程與資源保育研究所
96
This research discusses the problem of inclined ground-sill downstream channel scouring with by using flume experiment and compares it with traditional ground-sills. Discussing the effect of inclined ground sill from the degree of river-bed scouring and setup experience equations for the largest sour hole, longest scour length and scour hole volume in comparison of erective ground-sills And use this information as the suggestion for future practical application. According to the result of the test we can realize: 1.When there is no structure roughness setup on the inclined ground-sill wall (where the board manning n roughness is about 0.006), the scale of scour hole is smaller than the traditional erective ground-sill and can reduce scouring volume up to 50%. 2.When the incline ground-sill wall Manning n is between 0.006~0.015, the scale of downstream channel scour hole would decrease with the increase of roughness ; but when manning n exceed 0.015, due to the effect of increase sediment roughness on the inclined ground-sill wall, the water stage raises and increase the downstream scouring scale. 3.The result of this experiment show that: When manning n is 0.015, the length of inclined ground-sill slope is 1.5 times wide of the relative channel width, and the slope of flume is 0.5 degree, the scour volume decrease could reach 85% of the erective ground-sills in average. It explains the development of controlling the scale of river-bed scour after river course construct declined ground sill.
Livres sur le sujet "INCLINED BED"
Schapiro, Tamar. Feeling Like It. Oxford University Press, 2021. http://dx.doi.org/10.1093/oso/9780198862932.001.0001.
Texte intégralCameron, Kim S. Paradox in Positive Organizational Scholarship. Sous la direction de Wendy K. Smith, Marianne W. Lewis, Paula Jarzabkowski et Ann Langley. Oxford University Press, 2017. http://dx.doi.org/10.1093/oxfordhb/9780198754428.013.12.
Texte intégralCrossland, Rachel. D. H. Lawrence and ‘Living Relativity’. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198815976.003.0005.
Texte intégralWitte, John. The Universal Rule of Natural Law and Written Constitutions in the Thought of Johannes Althusius. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780199670055.003.0008.
Texte intégralRea, Michael C. Divine Love and Personality. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198826019.003.0005.
Texte intégralBazargan, Saba. Dignity, Self-Respect, and Bloodless Invasions. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780190495657.003.0008.
Texte intégralWynn, Jonathan. Country Music and Fan Culture. Sous la direction de Travis D. Stimeling. Oxford University Press, 2017. http://dx.doi.org/10.1093/oxfordhb/9780190248178.013.10.
Texte intégralPruss, Alexander R., et Joshua L. Rasmussen. Introduction. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198746898.003.0001.
Texte intégralSweeney, Douglas A. Conclusion. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780190249496.003.0015.
Texte intégralWashburn, David A., Michael J. Beran et J. David Smith. Metamemory in Comparative Context. Sous la direction de John Dunlosky et Sarah (Uma) K. Tauber. Oxford University Press, 2015. http://dx.doi.org/10.1093/oxfordhb/9780199336746.013.21.
Texte intégralChapitres de livres sur le sujet "INCLINED BED"
Kusuda, Tetsuya, Ryoichi Watanabe, Tohru Futawatari et Hiroyuki Yamanishi. « Fluid mud movement on an inclined bed ». Dans Nearshore and Estuarine Cohesive Sediment Transport, 281–94. Washington, D. C. : American Geophysical Union, 1993. http://dx.doi.org/10.1029/ce042p0281.
Texte intégralRajashekar Reddy, P., G. V. Narsimha Reddy et E. Saibaba Reddy. « Bearing Capacity of Inclined Reinforced Sand Bed on Clay ». Dans Lecture Notes in Civil Engineering, 17–27. Singapore : Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0886-8_2.
Texte intégralKeramaris, Evangelos, et George Pechlivanidis. « Inclined Open Channels : The Influence of Bed in Turbulent Characteristics of the Flow ». Dans Notes on Numerical Fluid Mechanics and Multidisciplinary Design, 75–88. Cham : Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-27386-0_5.
Texte intégralHasatani, Masanobu, Norio Arai et Kiyoshi Hori. « Drying of Granular Particles in a Multistage Inclined Fluidized Bed with Mechanical Vibration ». Dans Drying ’85, 162–69. Berlin, Heidelberg : Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-662-21830-3_19.
Texte intégralDas, Sukanta, Pinakeswar Mahanta, Abhijit Sinha et Laxman Mishra. « Performance Study of an Inclined Bubbling Fluidized Bed Dryer During Cashew Nut Drying ». Dans Lecture Notes in Mechanical Engineering, 71–82. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-4489-4_8.
Texte intégralReddy, P. Rajashekar, G. V. N. Reddy et E. Saibaba Reddy. « Bearing Capacity of Reinforced CNS Soil Bed on Clay Soil with Inclined Reinforcement Considering Kinematics ». Dans Lecture Notes in Civil Engineering, 471–80. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-3383-6_42.
Texte intégralRajashekar Reddy, P., G. V. Narasimha Reddy et E. Saibaba Reddy. « Bearing Capacity of Strip Footing on Reinforced Foundation Beds with Inclined Reinforcement ». Dans Learning and Analytics in Intelligent Systems, 39–46. Cham : Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-24314-2_5.
Texte intégralBellamy, Edward. « Chapter V ». Dans Looking Backward 2000-1887. Oxford University Press, 2009. http://dx.doi.org/10.1093/owc/9780199552573.003.0006.
Texte intégralWatanabe, R., T. Kusuda, H. Yamanishi et K. Yamasaki. « Modeling of fluid mud flow on an inclined bed ». Dans Coastal and Estuarine Fine Sediment Processes, 249–61. Elsevier, 2000. http://dx.doi.org/10.1016/s1568-2692(00)80125-4.
Texte intégralBose, Narayan, et Soumyajit Mukherjee. « Horizontal and Inclined Beds ». Dans Developments in Structural Geology and Tectonics, 9–24. Elsevier, 2017. http://dx.doi.org/10.1016/b978-0-12-809681-9.00002-4.
Texte intégralActes de conférences sur le sujet "INCLINED BED"
Elgaddafi, Rida, Ramadan Ahmed, Hamidreza Karami, Mustafa Nasser et Ibnelwaleed Hussein. « Mechanistic Modeling of Wellbore Cleanout in Horizontal and Inclined Wells ». Dans SPE/ICoTA Well Intervention Conference and Exhibition. SPE, 2021. http://dx.doi.org/10.2118/204442-ms.
Texte intégralEvrensel, Cahit A., Halil R. Öz, Peter E. Krumpe et Amgad A. Hassan. « Simulated Mucus Clearance in Horizontal vs. Vertically Inclined Rigid Tracheal Model ». Dans ASME 2001 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/imece2001/bed-23107.
Texte intégralOzbayoglu, Mehmet Evren, Arild Saasen, Mehmet Sorgun et Kare Svanes. « Estimating Critical Velocity to Prevent Bed Development for Horizontal-Inclined Wellbores ». Dans SPE/IADC Middle East Drilling and Technology Conference. Society of Petroleum Engineers, 2007. http://dx.doi.org/10.2118/108005-ms.
Texte intégralModak, Mayank, Hyun Sun Park, Yu Jung Choi et Mi Ro Seo. « Development of Ex-Vessel Debris Bed in a Flooded Cavity With Inclined Bottom Structure Under Two-Phase Condition ». Dans 2021 28th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/icone28-66235.
Texte intégralKavitha, K. Rangarao, et Ch Venkata Ramana Murthy. « MHD influence on second order fluid flow over an inclined permeable bed ». Dans 2ND INTERNATIONAL CONFERENCE ON ADVANCED INFORMATION SCIENTIFIC DEVELOPMENT (ICAISD) 2021 : Innovating Scientific Learning for Deep Communication. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0143092.
Texte intégralWang, Liang, Afshin Goharzadeh et Peter Rodgers. « Experimental Investigation of Intermittent Gas-Liquid Flows on Solid Particle Transportation in Inclined Pipelines ». Dans ASME-JSME-KSME 2011 Joint Fluids Engineering Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/ajk2011-11031.
Texte intégralOzbayoglu, Evren M., Stefan Z. Miska, Troy Reed et Nicholas Takach. « Analysis of Bed Height in Horizontal and Highly-Inclined Wellbores by Using Artificial Neuraletworks ». Dans SPE International Thermal Operations and Heavy Oil Symposium and International Horizontal Well Technology Conference. Society of Petroleum Engineers, 2002. http://dx.doi.org/10.2118/78939-ms.
Texte intégralNossair, Ahmed Mohamed, Peter Rodgers et Afshin Goharzadeh. « Influence of Pipeline Inclination on Hydraulic Conveying of Sand Particles ». Dans ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-93199.
Texte intégralSADEGHIAN, HADI, ALI PARVANEH, MOHAMMAD A. NEKOOIE et MOHAMMAD PARVANEH. « DISCHARGE CHARACTERISTICS OF TRIANGULAR LABYRINTH SIDE WEIRS (WITH INCLINED BED) LOCATED ON A STRAIGHT CHANNEL ». Dans 38th IAHR World Congress. The International Association for Hydro-Environment Engineering and Research (IAHR), 2019. http://dx.doi.org/10.3850/38wc092019-0155.
Texte intégralMartins, A. L., W. Campos, F. S. Liporace, X. Wei et E. J. Van Riet. « On the Erosion Velocity of a Cuttings Bed During the Circulation of Horizontal and Highly Inclined Wells ». Dans Latin American and Caribbean Petroleum Engineering Conference. Society of Petroleum Engineers, 1997. http://dx.doi.org/10.2118/39021-ms.
Texte intégralRapports d'organisations sur le sujet "INCLINED BED"
Merriam, N. W., K. P. Thomas et C. Y. Cha. Mild gasification of Usibelli coal in an inclined fluidized-bed reactor. Office of Scientific and Technical Information (OSTI), février 1991. http://dx.doi.org/10.2172/10106405.
Texte intégralMerriam, N. W., K. P. Thomas et C. Y. Cha. Mild gasification of Usibelli coal in an inclined fluidized-bed reactor. Office of Scientific and Technical Information (OSTI), février 1991. http://dx.doi.org/10.2172/5986762.
Texte intégralJohnson, L. A. Jr. Development of an inclined liquid fluidized bed for tar sand processing. Office of Scientific and Technical Information (OSTI), décembre 1989. http://dx.doi.org/10.2172/6018333.
Texte intégralBoysen, J. E., C. Y. Cha, F. A. Barbour, T. F. Turner, T. W. Kang, M. H. Berggren, R. F. Hogsett et M. C. Jha. Development of an advanced process for drying fine coal in an inclined fluidized bed. Office of Scientific and Technical Information (OSTI), février 1990. http://dx.doi.org/10.2172/6273657.
Texte intégralBoysen, J., T. Kang, C. Cha, M. Berggren et M. Jha. Development of an advanced process for drying fine coal in an inclined fluidized bed. Office of Scientific and Technical Information (OSTI), octobre 1989. http://dx.doi.org/10.2172/5586826.
Texte intégralBoysen, J. E., C. Y. Cha, M. H. Berggren et M. C. Jha. Development of an advanced process for drying fine coal in an inclined fluidized bed : Technical progress report for the second quarter, January 19--March 31, 1989. Office of Scientific and Technical Information (OSTI), mai 1989. http://dx.doi.org/10.2172/6089545.
Texte intégralKiefner et Duffy. L51509 Two-Phase Flow in Horizontal and Inclined Pipes at Large Pipe Size and High Gas Density. Chantilly, Virginia : Pipeline Research Council International, Inc. (PRCI), février 1986. http://dx.doi.org/10.55274/r0010275.
Texte intégralHonegger, Wijewickreme et Monroy. L52325 Assessment of Geosynthetic Fabrics to Reduce Soil Loads on Buried Pipelines - Phase I and II. Chantilly, Virginia : Pipeline Research Council International, Inc. (PRCI), décembre 2011. http://dx.doi.org/10.55274/r0010398.
Texte intégral