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Artykuły w czasopismach na temat "Pileni"
Moyse-Faurie, Claire. "Hovdhaugen Even, Åshild Naess and Ingjerg Hoëm, Pileni Texts with a Pileni-English Vocabulary and an English-Pileni Finderlist". Journal de la société des océanistes, nr 116 (1.06.2003): 115–16. http://dx.doi.org/10.4000/jso.1219.
Pełny tekst źródłaKotov, Nicholas, i Gregory Hartland. "Tribute to Marie-Paule Pileni". Journal of Physical Chemistry C 126, nr 17 (5.05.2022): 7357–58. http://dx.doi.org/10.1021/acs.jpcc.2c02121.
Pełny tekst źródłaKlabunde, Kenneth J. "Nanocrystals Forming Mesoscopic Structures. By Marie-Paule Pileni." Angewandte Chemie International Edition 45, nr 32 (11.08.2006): 5243. http://dx.doi.org/10.1002/anie.200585403.
Pełny tekst źródłaKlabunde, Kenneth J. "Nanocrystals Forming Mesoscopic Structures. Herausgegeben von Marie-Paule Pileni." Angewandte Chemie 118, nr 32 (11.08.2006): 5369. http://dx.doi.org/10.1002/ange.200585403.
Pełny tekst źródłaRogach, Andrey L. "Book Review: Nanocrystals Forming Mesoscopic Structures. By Marie-Paule Pileni (Ed.)." Advanced Materials 18, nr 14 (18.07.2006): 1922–23. http://dx.doi.org/10.1002/adma.200502546.
Pełny tekst źródłaPileni, Marie-Paule. "Autobiography: A View of This Superb Adventure Experienced by Marie-Paule Pileni". Journal of Physical Chemistry C 126, nr 17 (5.05.2022): 7359–63. http://dx.doi.org/10.1021/acs.jpcc.2c02122.
Pełny tekst źródłaRuths, Marina. "A Review of: “Nanocrystals Forming Mesoscopic Structures, by Marie-Paule Pileni (Ed.)”". Molecular Crystals and Liquid Crystals 460, nr 1 (1.12.2006): 147–49. http://dx.doi.org/10.1080/15421400600912795.
Pełny tekst źródłaPlatz, G. "M. P. Pileni (Ed.): Structure and Reactivity in Reverse Micelles, Elsevier, Amsterdam 1989. 379 Seiten, Preis: DM 285,-." Berichte der Bunsengesellschaft für physikalische Chemie 95, nr 1 (styczeń 1991): 103–4. http://dx.doi.org/10.1002/bbpc.19910950123.
Pełny tekst źródłaEndres, Frank. "Nanocrystals Forming Mesoscopic Structures Marie-Paule Pileni, Editor. Wiley, New York. 2006. ISBN 3-527-31170-X. U.S. $175.00." Crystal Growth & Design 6, nr 6 (czerwiec 2006): 1554. http://dx.doi.org/10.1021/cg0680069.
Pełny tekst źródłaLaschewsky, André. "Book Review: Structure and Reactivity in Reverse Micelles.(Series: Studies in Physical and Theoretical Chemistry, Vol. 65). Edited by M. P. Pileni". Angewandte Chemie International Edition in English 30, nr 3 (marzec 1991): 339–40. http://dx.doi.org/10.1002/anie.199103392.
Pełny tekst źródłaRozprawy doktorskie na temat "Pileni"
Franza, Andrea. "Tunnelling and its effects on piles and piled structures". Thesis, University of Nottingham, 2017. http://eprints.nottingham.ac.uk/39102/.
Pełny tekst źródłaPam, Hoat Joen. "Seismic performance of prestressed concrete piles and pile-pile cap connections". Thesis, University of Canterbury. Civil Engineering, 1987. http://hdl.handle.net/10092/7634.
Pełny tekst źródłaSelemetas, Dimitrios. "The response of full-scale piles and piled structures to tunnelling". Thesis, University of Cambridge, 2006. https://www.repository.cam.ac.uk/handle/1810/251993.
Pełny tekst źródłaLehane, Barry. "Experimental investigations of pile behaviour using instrumented field piles". Thesis, Online version, 1992. http://ethos.bl.uk/OrderDetails.do?did=1&uin=uk.bl.ethos.283868.
Pełny tekst źródłaMaheetharan, A. "Modelling the seismic response of piles and pile groups". Thesis, University of Cambridge, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.358741.
Pełny tekst źródłaBadri, Dhuruva. "Determination of axial pile capacity of prestressed concrete cylinder piles". [Gainesville, Fla.] : University of Florida, 2003. http://purl.fcla.edu/fcla/etd/UFE0001449.
Pełny tekst źródłaEdde, Robert D. "Case pile wave equation analysis: CAPWAPC. Evaluation of driven piles". Thesis, University of Ottawa (Canada), 1991. http://hdl.handle.net/10393/7587.
Pełny tekst źródłaLee, Lin. "Soil-pile interaction of bored and cast in-situ piles". Thesis, University of Birmingham, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.633219.
Pełny tekst źródłaAyfan, Emad. "Design method for axially loaded piled raft foundation with fully mobilised friction piles". Doctoral thesis, Universite Libre de Bruxelles, 2012. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/209604.
Pełny tekst źródłaUnlike methods with numerical techniques, there are practically no limitations for the number of individual piles under the raft, size of the group and the group shape or layout. It can also be applied to piles with different length or piles that are located within multi-layered soils.
The raft is designed first according to the allowable settlement that is pre-defined by the structural requirements and with the necessary factor of safety. When raft suffers excessive settlement, then the load that causes excess raft settlement beyond the required limit is to be transferred to the fully mobilised frictional piles.
The fully mobilised shaft (with no end bearing) piles are designed with factor of safety close to unity since their function is only to reduce raft settlement and since the raft has an adequate bearing capacity.
Geometry of these piles is chosen to fully mobilise their shafts capacity with low settlement level in order to comply with load/settlement requirement and reduce raft settlement to the pre-defined level.
Doctorat en Sciences de l'ingénieur
info:eu-repo/semantics/nonPublished
Xu, Yao. "Calibration of settlement analysis models for single piles and pile groups /". View abstract or full-text, 2006. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202006%20XUY.
Pełny tekst źródłaKsiążki na temat "Pileni"
Næss, Åshild. Pileni. München: Lincom Europa, 2000.
Znajdź pełny tekst źródłaHovdhaugen, Even. Pileni texts: With a Pileni-English vocabulary and an English-Pileni finderlist. Oslo: Kon-Tiki Museum, Institute for Pacific Archaeology and Cultural History, 2002.
Znajdź pełny tekst źródłaHovdhaugen, Even. Pileni texts with a Pileni-English vocabulary and an English-Pileni finderlist. Oslo: The Kon-Tiki Museum, Institute for Pacific Archaeology and Cultural History, 2005.
Znajdź pełny tekst źródłamuseet, Kon-Tiki, Hoëm Ingjerd i Næss Åshild, red. Pileni texts: With a Pileni-English vocabulary and an English-Pileni finderlist. Oslo: Kon-Tiki Museum, Institute for Pacific Archaeology and Cultural History, 2002.
Znajdź pełny tekst źródłaÅshild, Næss, i Kon-Tiki museet, red. A short dictionary of the Vaeakau-Taumako language. Oslo, Norway: Kon-Tiki Museum, Institute for Pacific Archaeology and Cultural History, 2006.
Znajdź pełny tekst źródłaEven, Hovdhaugen, red. A grammar of Vaeakau-Taumako. Berlin: De Gruyter Mouton, 2011.
Znajdź pełny tekst źródłaUpitis, Gorijs. Rugtie Pilieni. Riga: Liesma, 1986.
Znajdź pełny tekst źródłaBekbasarov, 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 źródłaSzczeklik, Józef. Wędrówka po Cmentarzu w Pilźnie. Pilzno: Tarnowskie Tow. Kulturalne, 1996.
Znajdź pełny tekst źródłaD, Sharma Hari, red. Pile foundations in engineering practice. New York: Wiley, 1990.
Znajdź pełny tekst źródłaCzęści książek na temat "Pileni"
Zhang, Nan, Ya Dai, Bo Wang, Boyi Li, Weizhou Xu i Chao Ye. "Evaluation and Analysis of the Effect of Anti-slide Piles Around Pile Foundations of Super Large and Large Span Projects". W Lecture Notes in Civil Engineering, 157–66. Singapore: Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_14.
Pełny tekst źródłaHou, Xiaoqiang, Jierui Liu, Xinfei Wang, Zhongren Zhou i Honglu Jia. "Research on Improvement Calculation Method of Design Thrust of Anti Slide Pile". W Lecture Notes in Civil Engineering, 180–94. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_17.
Pełny tekst źródłaLi, Guowei, Ruyi Liu, Chao Zhao, Yang Zhou i Li Xiong. "Compaction Effect Due to Single Pile Driving in PHC Pile Treated Soft Clayey Deposit". W Lecture Notes in Civil Engineering, 315–25. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_26.
Pełny tekst źródłaMangraviti, Viviana. "Displacement-Based Design of Geosynthetic-Reinforced Pile-Supported Embankments to Increase Sustainability". W Civil and Environmental Engineering for the Sustainable Development Goals, 83–96. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-99593-5_7.
Pełny tekst źródłaFohl, François, i Oliver Hechler. "Reuse of Steel Sheet Piles—Best Practice". W Creating a Roadmap Towards Circularity in the Built Environment, 25–35. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-45980-1_3.
Pełny tekst źródłaLiu, Meiqi, Guirong Li, Kunming Wu, Yuheng Wang, Xiaosen Zhang i Bin Huang. "Model Testing Technique for Piles in Soft Rock Considering the Overlying Layers". W Lecture Notes in Civil Engineering, 401–8. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_34.
Pełny tekst źródłaKing, Louis, Abdelmalek Bouazza i Stephen Dubsky. "Kinematics of Piled Embankments with Defective Piles". W Springer Series in Geomechanics and Geoengineering, 1682–86. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97115-5_170.
Pełny tekst źródłaLiang, Hao, Chang Liu i Xiuqing Yan. "Reliability Analysis on Horizontal Bearing of Pile Foundation in Sloping Ground Based on Active Learning Kriging Model". W Lecture Notes in Civil Engineering, 427–38. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_38.
Pełny tekst źródłaLiu, Xiaobin. "Force Analysis of Anti-slip Pile Bodies on Soil Mudstone Slopes Under Heavy Rainfall". W Lecture Notes in Civil Engineering, 439–50. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_39.
Pełny tekst źródłaSharma, Surya Prakash, Shiva Shankar Choudhary i Avijit Burman. "Nonlinear Dynamic Behaviour of Hollow Piles Based on Axial Harmonic Loading". W Lecture Notes in Civil Engineering, 513–20. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_43.
Pełny tekst źródłaStreszczenia konferencji na temat "Pileni"
Ghazavi, Mahmoud, i Ashkan Behmardi Kalantari. "Experimental Study of Taper Piles With Different Taper Angles". W ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/omae2008-57110.
Pełny tekst źródłaWang, Jianhua, Yifei Fan i Haibo Ji. "Numerical Simulation on Residual Responses of Adjacent Piles After Spudcan Penetration and Extraction". W ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77788.
Pełny tekst źródłaShea, Victor, Dazhong Li, Dora Shum i Freda Chu. "Large Diameter Open-end Steel Piled Foundations for the Hong Kong Offshore LNG Terminal – Design and Installation". W The HKIE Geotechnical Division 42nd Annual Seminar. AIJR Publisher, 2022. http://dx.doi.org/10.21467/proceedings.133.15.
Pełny tekst źródłaŠepac, Zvonimir. "Foundation engineering structure". W 7th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2022. http://dx.doi.org/10.5592/co/cetra.2022.1386.
Pełny tekst źródłaBeijer Lundberg, Anders. "LCA Design Considerations for Cyclically Loaded Piles in Railway Infrastructure". W The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.003.
Pełny tekst źródłaLaw Adams, Marie, i Daniel Adams. "The Choreography of Piling: Active Industry in the City". W 2016 ACSA International Conference. ACSA Press, 2016. http://dx.doi.org/10.35483/acsa.intl.2016.34.
Pełny tekst źródłaKarulin, Evgeny, Marina Karulina, Mikhail Kazantsev, Aleksander Proniashkin i Dmitry Zaikin. "Application of Special-Purpose Equipment for Management of Ice Buildups Around Prirazlomnaya Platform". W ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77406.
Pełny tekst źródłaOzsu, Erdem, An-Ninh Ta, Bruno Stuyts i Christophe Jaeck. "Optimizing Pile Driving Fatigue for Offshore Foundations in Very Dense Sand: A Case Study". W ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10664.
Pełny tekst źródłaStein, Philipp, Nils Hinzmann i Jörg Gattermann. "Scale Model Investigations on Vibro Pile Driving". W ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77081.
Pełny tekst źródłaAmeri, Ashkan, i Adrian Mercer. "Replacing the Piled Foundations of the Houphouët-Boigny Bridge in Abidjan Cote d’Ivoire". W Offshore Technology Conference. OTC, 2021. http://dx.doi.org/10.4043/31285-ms.
Pełny tekst źródłaRaporty organizacyjne na temat "Pileni"
Ardalan, Hamed. Analysis of Landslides and Slopes Stabilized Using One Row of Piles. Deep Foundations Institute, marzec 2013. http://dx.doi.org/10.37308/cpf-2012-land-1.
Pełny tekst źródłaWang, Yao, Jeehee Lim, Rodrigo Salgado, Monica Prezzi i Jeremy Hunter. Pile Stability Analysis in Soft or Loose Soils: Guidance on Foundation Design Assumptions with Respect to Loose or Soft Soil Effects on Pile Lateral Capacity and Stability. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317387.
Pełny tekst źródłaMarinucci, Antonio. ACIP Pile Installation, Installation Monitoring, Full-scale Load Testing, and Extraction Program. Deep Foundations Institute, grudzień 2017. http://dx.doi.org/10.37308/cpf-2016-acip-1.
Pełny tekst źródłaNasr, Jonathan. DEVELOPMENT OF A DESIGN GUIDELINE FOR BRIDGE PILE FOUNDATIONS SUBJECTED TO LIQUEFACTION-INDUCED LATERAL SPREADING. Deep Foundations Institute, maj 2018. http://dx.doi.org/10.37308/cpf-2016-ssmc-1.
Pełny tekst źródłaRaja, Rameez Ali, Mustafa Kilic, Monica Prezzi, Rodrigo Salgado i Fei Han. Implementation Study: Continuous, Wireless Data Collection and Monitoring of the Sagamore Parkway Bridge. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317367.
Pełny tekst źródłaWang, Wei, Michael Brown, Matteo Ciantia i Yaseen Sharif. DEM simulation of cyclic tests on an offshore screw pile for floating wind. University of Dundee, grudzień 2021. http://dx.doi.org/10.20933/100001231.
Pełny tekst źródłaABAM ENGINEERS INC FEDERAL WAY WA. Prestressed Concrete Fender Piles - Analysis and Final Test Pile Details. Fort Belvoir, VA: Defense Technical Information Center, maj 1986. http://dx.doi.org/10.21236/ada169516.
Pełny tekst źródłaEbeling, Robert, Barry White, John Hite, James Tallent, Locke Williams, Brad McCoy, Aaron Hill, Cameron Dell, Jake Bruhl i Kevin McMullen. Load and resistance factors from reliability analysis Probability of Unsatisfactory Performance (PUP) of flood mitigation, batter pile-founded T-Walls given a target reliability index (𝛽). Engineer Research and Development Center (U.S.), lipiec 2023. http://dx.doi.org/10.21079/11681/47245.
Pełny tekst źródłaHan, Fei, Monica Prezzi, Rodrigo Salgado, Mehdi Marashi, Timothy Wells i Mir Zaheer. Verification of Bridge Foundation Design Assumptions and Calculations. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317084.
Pełny tekst źródłaWalshire, Lucas, Joseph Dunbar i Benjamin Breland. Stability analysis of Old River Low Sill Structure. Engineer Research and Development Center (U.S.), wrzesień 2022. http://dx.doi.org/10.21079/11681/45349.
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