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Artykuły w czasopismach na temat "PILE SIZE"
Gotman, A. L., i M. D. Gavrikov. "CALCULATION OF A LARGE-SIZE BORED PILE ON A VERTICAL LOAD". Construction and Geotechnics 12, nr 3 (15.12.2021): 72–83. http://dx.doi.org/10.15593/2224-9826/2021.3.08.
Pełny tekst źródłaTrofymow, J. A., N. C. Coops i D. Hayhurst. "Comparison of remote sensing and ground-based methods for determining residue burn pile wood volumes and biomass". Canadian Journal of Forest Research 44, nr 3 (marzec 2014): 182–94. http://dx.doi.org/10.1139/cjfr-2013-0281.
Pełny tekst źródłaNikitenko, M. I., i N. А. Shanshabayev. "Resistance of models of pyramidal-prismatic piles to static pulling load". BULLETIN of L.N. Gumilyov Eurasian National University. Technical Science and Technology Series 134, nr 1 (2021): 7–19. http://dx.doi.org/10.32523/2616-7263-2021-134-1-7-19.
Pełny tekst źródłaLYASHENKO, P. A., V. V. DENISENKO i M. B. MARINICHEV. "DESCRIPTION OF THE BORED PILES WORK IN A GROUP WITH USING AN EXTENDED RESISTANCE CIRCUIT OF SOIL BASE". Building and reconstruction 94, nr 2 (2021): 46–55. http://dx.doi.org/10.33979/2073-7416-2021-94-2-46-55.
Pełny tekst źródłaDi Laora, Raffaele, George Mylonakis i Alessandro Mandolini. "Size Limitations for Piles in Seismic Regions". Earthquake Spectra 33, nr 2 (maj 2017): 729–56. http://dx.doi.org/10.1193/032116eqs045m.
Pełny tekst źródłaDai, Guoliang, Rodrigo Salgado, Weiming Gong i Yanbei Zhang. "Load tests on full-scale bored pile groups". Canadian Geotechnical Journal 49, nr 11 (listopad 2012): 1293–308. http://dx.doi.org/10.1139/t2012-087.
Pełny tekst źródłaQi, Jian Wen, Cui Ping Kuang, Jie Gu i Jing Huang. "Numerical Investigation of Impact of Pile Space on Flow around Two Vertical Cylindrical Piles". Applied Mechanics and Materials 212-213 (październik 2012): 1103–7. http://dx.doi.org/10.4028/www.scientific.net/amm.212-213.1103.
Pełny tekst źródłaXu, Zhijun, i Zhaoxiang Guo. "Experimental Study on Bearing Characteristics and Soil Deformation of Necking Pile with Cap Using Transparent Soils Technology". Advances in Civil Engineering 2021 (23.03.2021): 1–11. http://dx.doi.org/10.1155/2021/6625556.
Pełny tekst źródłaHou, Jin Fang, Jian Yu i Xin Wei Xu. "Research on the Large Size Loading Plate Test of Underwater Sand Compaction Pile Composite Foundation". Applied Mechanics and Materials 744-746 (marzec 2015): 574–78. http://dx.doi.org/10.4028/www.scientific.net/amm.744-746.574.
Pełny tekst źródłaBusse, Matt D., Carol J. Shestak i Ken R. Hubbert. "Soil heating during burning of forest slash piles and wood piles". International Journal of Wildland Fire 22, nr 6 (2013): 786. http://dx.doi.org/10.1071/wf12179.
Pełny tekst źródłaRozprawy doktorskie na temat "PILE SIZE"
Seymour, Geoff, i Aregai Tecle. "Impact of Slash Pile Size and Burning on Ponderosa Pine Forest Soil Physical Characteristics". Arizona-Nevada Academy of Science, 2003. http://hdl.handle.net/10150/296601.
Pełny tekst źródłaHeavin, Joseph Carl. "Influence of Material Type, Aggregate Size, and Unconfined Compressive Strength on Water Jetting of CIDH Pile Anomalies". DigitalCommons@CalPoly, 2010. https://digitalcommons.calpoly.edu/theses/266.
Pełny tekst źródłaTirado, Sandra M. "Effects Of Turning Frequency, Pile Size And Season On Physical, Chemical And Biological Properties During Composting Of Dairy Manure/Sawdust (Dm+S)". The Ohio State University, 2008. http://rave.ohiolink.edu/etdc/view?acc_num=osu1218133685.
Pełny tekst źródłaGross, Donovan. "Mountain Pine Beetle Fecundity and Offspring Size Differ Among Lodgepole Pine and Whitebark Pine Hosts". DigitalCommons@USU, 2008. https://digitalcommons.usu.edu/etd/34.
Pełny tekst źródłaChauvin, Alan. "Contribution à l'optimisation globale pour le dimensionnement et la gestion d'énergie de véhicules hybrides électriques basée sur une approche combinatoire". Thesis, Lyon, INSA, 2015. http://www.theses.fr/2015ISAL0101/document.
Pełny tekst źródłaHybridization of power sources for embedded applications becomes an interesting solution to respect environmental legislation and achieve a higher energy efficiency. However, the choice for components sizing and the energy management strategy need to meet specifications while reducing costs. To solve this optimization problems including several types of variables can be complex because of non linearities included in the formulated problem. Therefore the use of effective solving tools, able to provide a reliable solution, is required. In this thesis, a global optimization method is proposed for the design and the optimal control of hybrid vehicles based on combinatorial optimization, particularly on integer linear programming. From a non-linear optimization problem, the initial problem is reformulated into a multitude of integer linear sub-problems for which a parallel Branch & Bound algorithm is executed. In order to solve large-scale problems, a second algorithm based on the Branch & Cut is developed. This method is used for the study of a hybrid power supply system of a mini-excavator electric. The optimization problem, where energy constraints and aging constraints are implemented, is evaluated according to several parameters and specifications. Finally, this approach is also applied for the optimization of trajectories for a synchronized multi-actuators system
Adams, Thomas P. "Reconstructing Scotland's pine forests". Thesis, University of Edinburgh, 2010. http://hdl.handle.net/1842/4730.
Pełny tekst źródłaAmarasekera, Hiran S. "Juvenile wood formation in relation to crown size in Corsican pine". Thesis, Bangor University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.278803.
Pełny tekst źródłaHartt, Sarah L. "Monitoring a Pile-Supported Integral Abutment Bridge at a Site with Shallow Bedrock". Fogler Library, University of Maine, 2005. http://www.library.umaine.edu/theses/pdf/HarttSL2005.pdf.
Pełny tekst źródłaVanderSchaaf, Curtis Lee. "Modeling maximum size-density relationships of loblolly pine (Pinus taeda L.) plantations". Diss., Virginia Tech, 2006. http://hdl.handle.net/10919/29489.
Pełny tekst źródłaPh. D.
Needham, Ted Daniel. "Factors affecting loblolly pine growth following site preparation". Diss., Virginia Polytechnic Institute and State University, 1986. http://hdl.handle.net/10919/71162.
Pełny tekst źródłaPh. D.
Książki na temat "PILE SIZE"
Bekbasarov, Isabay. Study of the process of driving piles and dies on models. ru: INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1074097.
Pełny tekst źródłaConstructors, Wimpey Offshore Engineers and. A study of length, longitudinal stiffening and size effects on grouted pile-sleeve connections: Tests carried out by Wimpey Laboratories Limited for Wimpey Offshore, Exxon and the UK Dept of Energy. London: HMSO, 1987.
Znajdź pełny tekst źródłaM, Silverman Harold, red. The pill book. Wyd. 6. New York: Bantam Books, 1994.
Znajdź pełny tekst źródłaM, Silverman Harold, red. The pill book. New York: Bantam Books, 2006.
Znajdź pełny tekst źródłaShelley, Silver, red. The pill protection plan. Wellingborough, Northamptonshire, England: Grapevine, 1989.
Znajdź pełny tekst źródła1935-, Dickey Richard P., red. Managing contraceptive pill patients. Fort Collins, CO: EMIS, Inc. Medical Publishers, 2014.
Znajdź pełny tekst źródłaDickey, Richard P. Managing contraceptive pill patients. Wyd. 7. London, Ont: EMIS-Canada, 1993.
Znajdź pełny tekst źródłaManaging contraceptive pill patients. Wyd. 9. Durant, OK: EMIS, Inc., 1998.
Znajdź pełny tekst źródłaManaging contraceptive pill patients. Wyd. 8. Durant, OK: Essential Medical Information Systems, 1994.
Znajdź pełny tekst źródłaP, Dickey Richard. Managing contraceptive pill patients. Wyd. 8. Durant, OK: EMIS, Inc., 1997.
Znajdź pełny tekst źródłaCzęści książek na temat "PILE SIZE"
Sørensen, Jesper Harrild, Linh Cao Hoang i Uffe Graaskov Ravn. "Experimental Investigation of Size Effect in Shear Critical Reinforced Concrete Pile Caps". W Lecture Notes in Civil Engineering, 531–41. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-32511-3_56.
Pełny tekst źródłaVardanyan, V. H., i H. M. Urbassek. "Insight into Indentation Processes of Ni-Graphene Nanocomposites by Molecular Dynamics Simulation". W Proceedings of the 3rd Conference on Physical Modeling for Virtual Manufacturing Systems and Processes, 51–69. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-35779-4_4.
Pełny tekst źródłaXie, Hongping, Chao Han, Changqing Du, Bo Wang, Yuchi Zhang i Pinqiang Mo. "Analysis of Pile-Soil Interaction of Precast Pile Driven in Coastal Strata". W Lecture Notes in Civil Engineering, 474–86. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_43.
Pełny tekst źródłaMichel, Frederick C., Jeng Fang Huang, Larry J. Forney i C. Adinarayana Reddy. "Field Scale Study of the Effect of Pile Size, Turning Regime and Leaf to Grass Mix Ratio on the Composting of Yard Trimmings". W The Science of Composting, 577–84. Dordrecht: Springer Netherlands, 1996. http://dx.doi.org/10.1007/978-94-009-1569-5_55.
Pełny tekst źródłaSong, Huazhu, Cong Cheng i Bo Liu. "Single Pile Side Friction Prediction for Super-Long and Large-Diameter Steel Pipe Piles of a Bridge under Vertical Load". W Advanced Research on Electronic Commerce, Web Application, and Communication, 408–14. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-20367-1_66.
Pełny tekst źródłaOstrowska, A. "Studies on Pine Stand Fertilization". W Forest site and productivity, 231–60. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4380-3_21.
Pełny tekst źródłaBrucy, F., i J. Meunier. "Pile resistances at a dense sand site". W Application of Stress-Wave Theory to Piles, 69–76. London: Routledge, 2022. http://dx.doi.org/10.1201/9781315137544-10.
Pełny tekst źródłaLi, Xinran, Quanmei Gong, Yao Shan i Xiaofan Nie. "Influence of Pile Side Grouting Reinforcement on the Compressive Load Bearing Capacity of Existing Piles". W Lecture Notes in Civil Engineering, 947–62. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-77238-3_71.
Pełny tekst źródłaHaugen, Thrond O., i L. Asbjørn Vøllestad. "Pike population size and structure: Influence of density-dependent and density-independent factors". W Biology and Ecology of Pike, 123–63. Boca Raton, FL : CRC Press, 2017. | “A Science Publishers book.”: CRC Press, 2018. http://dx.doi.org/10.1201/9781315119076-8.
Pełny tekst źródłaLi, Bin, Jiaying Zhang, Xuelei Zhang i Zhongke Tian. "Research on Deformation Characteristics of SCP Foundation for HKZM Bridge". W Advances in Frontier Research on Engineering Structures, 435–43. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_39.
Pełny tekst źródłaStreszczenia konferencji na temat "PILE SIZE"
Rasheed, Azad Hameed, Ola Adel Qasim i Qassim Ali Al-Quraishy. "Behavior of pile rafts with raft size, number of piles and different pile length". W 2ND INTERNATIONAL CONFERENCE ON MATERIALS ENGINEERING & SCIENCE (IConMEAS 2019). AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0000211.
Pełny tekst źródłaAguirre, M. A., L. A. Pugnaloni, T. Divoux, J. G. Grande, Masami Nakagawa i Stefan Luding. "Arch size distribution in a two-dimensional pile of disks". W POWDERS AND GRAINS 2009: PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE ON MICROMECHANICS OF GRANULAR MEDIA. AIP, 2009. http://dx.doi.org/10.1063/1.3179899.
Pełny tekst źródłaMu, Rangke, i Chun-sheng Zhao. "A New Method for the Pile Quality Detection: Estimation of the Shape of a Pile". W ASME 1991 Design Technical Conferences. American Society of Mechanical Engineers, 1991. http://dx.doi.org/10.1115/detc1991-0373.
Pełny tekst źródłaHaque, Md Nafiul, Qiming Chen, Murad Abu-Farsakh i Ching Tsai. "Effects of Pile Size on Set-Up Behavior of Cohesive Soils". W Geo-Congress 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.171.
Pełny tekst źródłaYiu, F., N. Liu, J. Wang i D. Litton. "Dynamic Analysis of Offshore Pile Launch". W ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79216.
Pełny tekst źródłaAbdul Rahman, Ahmad Rizal, Raja Sharifuddin Ahmad Raja Badrol, Mohd Hafis Muhammad Daud i Noorizal Nasri Huang. "Mitigating Early Pile Refusal to Meet Foundation Capacity Requirement for Offshore Platform". W Offshore Technology Conference Asia. OTC, 2022. http://dx.doi.org/10.4043/31356-ms.
Pełny tekst źródłaJiayu, Wang, Liu Run, Liang Chao, Xiao Hui i Wan Jun. "Study on ALE Method for Simulating Spudcan Penetrating Near Piles". W ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-78493.
Pełny tekst źródłaEl-Tantawi, Wael AbdelSattar. "Comparison Between Different Types of Suction Pile". W Offshore Technology Conference. OTC, 2023. http://dx.doi.org/10.4043/32220-ms.
Pełny tekst źródłaHossain, M. Kabir, Han Shi, Basel Abdalla i Markella K. Spari. "Understanding Hybrid Subsea Foundation Design". W ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/omae2015-42214.
Pełny tekst źródłaWang, Guozhi, i Zhouyi Liu. "Reconstruction and Reinforcement of Pile Driving Barges". W ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79433.
Pełny tekst źródłaRaporty organizacyjne na temat "PILE SIZE"
Morkeh, John, i Virginia T. McLemore. Questa Rock Pile Weathering and Stablity Project: The effect of particle size fractions on chemistry, mineralogy, and acid potential of the Questa Rock piles, Taos County, New Mexico. New Mexico Bureau of Geology and Mineral Resources, 2012. http://dx.doi.org/10.58799/ofr-545.
Pełny tekst źródłaMudryj, Igor, i Igor Ivaneіko. The Use of Small Drilling Equipment in the Arrangement of Pile Foundations in Compressed Conditions. Intellectual Archive, wrzesień 2022. http://dx.doi.org/10.32370/ia_2022_09_11.
Pełny tekst źródłaWilliams. L51703 High Pressure Pipe Design. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), styczeń 1993. http://dx.doi.org/10.55274/r0010135.
Pełny tekst źródłaCraul, Phillip J., John S. Kush i William D. Boyer. Longleaf pine site zones. Asheville, NC: U.S. Department of Agriculture, Forest Service, Southern Research Station, 2005. http://dx.doi.org/10.2737/srs-gtr-89.
Pełny tekst źródłaCraul, Phillip J., John S. Kush i William D. Boyer. Longleaf pine site zones. Asheville, NC: U.S. Department of Agriculture, Forest Service, Southern Research Station, 2005. http://dx.doi.org/10.2737/srs-gtr-89.
Pełny tekst źródłaMorgan. L52019 Evaluating the Size of Weld Defects Using Automated Ultrasonic Testing. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), październik 2001. http://dx.doi.org/10.55274/r0011267.
Pełny tekst źródłaThompson i Lawson. NR199307 Pipe Database and Pipe Sample Storage Program. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), lipiec 1993. http://dx.doi.org/10.55274/r0011231.
Pełny tekst źródłaWestover, Tyler Lott, Austin Colter Matthews, Christopher Luke Williams i John Chadron Benjamin Ryan. Particle size and shape distributions of hammer milled pine. Office of Scientific and Technical Information (OSTI), kwiecień 2015. http://dx.doi.org/10.2172/1236828.
Pełny tekst źródłaGroeneveld. L51673 The Development of a Ductile Pipe Fracture Model. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), maj 1987. http://dx.doi.org/10.55274/r0010550.
Pełny tekst źródłaKorte, N. Montezuma Creek Stability Evaluation at Site of Former Monticello Tailings Pile. Office of Scientific and Technical Information (OSTI), październik 2001. http://dx.doi.org/10.2172/787536.
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