Artykuły w czasopismach na temat „Geosynthetics”
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Yoo, Chungsik. "Geosynthetic Solutions for Sustainable Transportation Infrastructure Development". Sustainability 15, nr 22 (9.11.2023): 15772. http://dx.doi.org/10.3390/su152215772.
Pełny tekst źródłaWathugala, G. Wije, Baoshan Huang i Surajit Pal. "Numerical Simulation of Geosynthetic-Reinforced Flexible Pavements". Transportation Research Record: Journal of the Transportation Research Board 1534, nr 1 (styczeń 1996): 58–65. http://dx.doi.org/10.1177/0361198196153400109.
Pełny tekst źródłaZieliński, P. "Investigations of Fatigue of Asphalt Layers with Geosynthetics". Archives of Civil Engineering 59, nr 2 (1.06.2013): 247–63. http://dx.doi.org/10.2478/ace-2013-0013.
Pełny tekst źródłaIngle, Ganesh, i S. S. Bhosale. "Geosynthetics reinforced flexible pavement: review of laboratory model studies". International Journal of Engineering & Technology 6, nr 4 (21.09.2017): 103. http://dx.doi.org/10.14419/ijet.v6i4.8158.
Pełny tekst źródłaDamians, Ivan P., Pietro Rimoldi, Yoshihisa Miyata, Oliver Detert, Stefan Uelzmann, Michael Hoelzel, Andreas Kirchner i in. "Summary of the Soil Reinforcement Technical Committee Special Session (IGS TC-R)". E3S Web of Conferences 368 (2023): 03010. http://dx.doi.org/10.1051/e3sconf/202336803010.
Pełny tekst źródłaZornberg, Jorge G., i S. Subramanian. "Advances in the Use of Geosynthetics for Stabilization of Unbound Aggregate Layers". E3S Web of Conferences 368 (2023): 01003. http://dx.doi.org/10.1051/e3sconf/202336801003.
Pełny tekst źródłaAdolphe, Kempena, Mbilou Urbain Gampio, Mouanda Makanda Emilienne Greve, Rafael Guardado Lacaba, Antonio Olimpio Gonçalves i Boudzoumou Florent. "Modeling of the Direct Shear Test from the Finish Elements Method". European Journal of Engineering and Technology Research 6, nr 6 (31.10.2021): 171–76. http://dx.doi.org/10.24018/ej-eng.2021.6.6.2541.
Pełny tekst źródłaAdolphe, Kempena, Mbilou Urbain Gampio, Mouanda Makanda Emilienne Greve, Rafael Guardado Lacaba, Antonio Olimpio Gonçalves i Boudzoumou Florent. "Modeling of the Direct Shear Test from the Finish Elements Method". European Journal of Engineering and Technology Research 6, nr 6 (31.10.2021): 171–76. http://dx.doi.org/10.24018/ejeng.2021.6.6.2541.
Pełny tekst źródłaPalmeira, Ennio M. "Sustainability and Innovation in Geotechnics: Contributions from Geosynthetics". Soils and Rocks 39, nr 2 (1.05.2016): 113–35. http://dx.doi.org/10.28927/sr.392113.
Pełny tekst źródłaGaikwad, Samuel. "Comparison and Suitability Analysis of Geosynthetics in Road Construction". International Journal for Research in Applied Science and Engineering Technology 9, nr 8 (31.08.2021): 3074–83. http://dx.doi.org/10.22214/ijraset.2021.37889.
Pełny tekst źródłaWang, Zhongmei, Zhiqiang Lai, Lianjun Zhao, Kangwei Lai i Li Pan. "Mesoscopic Failure Behavior of Strip Footing on Geosynthetic-Reinforced Granular Soil Foundations Using PIV Technology". Sustainability 14, nr 24 (11.12.2022): 16583. http://dx.doi.org/10.3390/su142416583.
Pełny tekst źródłaPerżyło, Dagmara, Katarzyna Szafulera, Marek Kruczkowski i Michał Pilch. "The Use of Geomaterials to Restore the Utility Value of Post-Mining Areas". Energies 15, nr 4 (16.02.2022): 1447. http://dx.doi.org/10.3390/en15041447.
Pełny tekst źródłaKim, Yoo-Jae, Ashley Russell Kotwal, Bum-Yean Cho, James Wilde i Byung Hee You. "Geosynthetic Reinforced Steep Slopes: Current Technology in the United States". Applied Sciences 9, nr 10 (16.05.2019): 2008. http://dx.doi.org/10.3390/app9102008.
Pełny tekst źródłaAbu-Farsakh, Murad, Mehdi Zadehmohamad i George Z. Voyiadjis. "Incorporating the Benefits of Geosynthetic into MEPDG". Infrastructures 8, nr 2 (16.02.2023): 35. http://dx.doi.org/10.3390/infrastructures8020035.
Pełny tekst źródłaPonomarev, Andrey Budimirovich, i Tatiana Viktorovna Ivanova. "Reinforcing earth foundations with geosynthetic materials". E3S Web of Conferences 457 (2023): 02037. http://dx.doi.org/10.1051/e3sconf/202345702037.
Pełny tekst źródłaPerkins, Steven W., i Joseph A. Lapeyre. "Instrumentation of a Geosynthetic-Reinforced Flexible Pavement System". Transportation Research Record: Journal of the Transportation Research Board 1596, nr 1 (styczeń 1997): 31–38. http://dx.doi.org/10.3141/1596-05.
Pełny tekst źródłaAbedi, Mohammadmahdi, Raul Fangueiro, António Gomes Correia i Javad Shayanfar. "Smart Geosynthetics and Prospects for Civil Infrastructure Monitoring: A Comprehensive and Critical Review". Sustainability 15, nr 12 (8.06.2023): 9258. http://dx.doi.org/10.3390/su15129258.
Pełny tekst źródłaMallick, S. B., H. Zhai, S. Adanur i D. J. Elton. "Pullout and Direct Shear Testing of Geosynthetic Reinforcement: State-of-the-Art Report". Transportation Research Record: Journal of the Transportation Research Board 1534, nr 1 (styczeń 1996): 80–90. http://dx.doi.org/10.1177/0361198196153400112.
Pełny tekst źródłaWang, Danrong, Sheng-Lin Wang, Susan Tighe, Sam Bhat i Shunde Yin. "Construction of Geosynthetic–Reinforced Pavements and Evaluation of Their Impacts". Applied Sciences 13, nr 18 (15.09.2023): 10327. http://dx.doi.org/10.3390/app131810327.
Pełny tekst źródłaDąbrowska, Jolanta, Agnieszka Kiersnowska, Zofia Zięba i Yuliia Trach. "Sustainability of Geosynthetics-Based Solutions". Environments 10, nr 4 (10.04.2023): 64. http://dx.doi.org/10.3390/environments10040064.
Pełny tekst źródłaKim, Woon-Hyung, Tuncer B. Edil, Craig H. Benson i Burak F. Tanyu. "Structural Contribution of Geosynthetic-Reinforced Working Platforms in Flexible Pavement". Transportation Research Record: Journal of the Transportation Research Board 1936, nr 1 (styczeń 2005): 43–50. http://dx.doi.org/10.1177/0361198105193600106.
Pełny tekst źródłaFei, Kang. "A Simplified Method for Analysis of Geosynthetic Reinforcement Used in Pile Supported Embankments". Scientific World Journal 2014 (2014): 1–9. http://dx.doi.org/10.1155/2014/273253.
Pełny tekst źródłaBlond, Eric. "Durability of geomembranes in water transport applications". E3S Web of Conferences 368 (2023): 03001. http://dx.doi.org/10.1051/e3sconf/202336803001.
Pełny tekst źródłaHeerten, G. "Deformation of Geosynthetic Reinforced Soil Structures by Design, in the Lab and in the Field". Archives of Civil Engineering 57, nr 2 (1.06.2011): 153–71. http://dx.doi.org/10.2478/v.10169-011-0012-6.
Pełny tekst źródłaMirzapour Mounes, Sina, Mohamed Rehan Karim, Ali Khodaii i Mohammad Hadi Almasi. "Improving Rutting Resistance of Pavement Structures Using Geosynthetics: An Overview". Scientific World Journal 2014 (2014): 1–6. http://dx.doi.org/10.1155/2014/764218.
Pełny tekst źródłaPetriaev, A. V., i V. N. Paramonov. "Deformation model of a ballast prism, stabilized by geosynthetics, under heavy axial load". E3S Web of Conferences 549 (2024): 03028. http://dx.doi.org/10.1051/e3sconf/202454903028.
Pełny tekst źródłaZielinski, P. "Investigations of Geosynthetic Interlayer Bonding in Asphalt Layers / Badania Połaczen Miedzywarstwowych W Warstwach Asfaltowych Z Geosyntetykiem". Archives of Civil Engineering 57, nr 4 (1.12.2011): 401–23. http://dx.doi.org/10.2478/v.10169-011-0029-x.
Pełny tekst źródłaMangraviti, V., L. Flessati i C. di Prisco. "A rheological model for georeinforced embankments based on piled foundations". IOP Conference Series: Materials Science and Engineering 1260, nr 1 (1.10.2022): 012014. http://dx.doi.org/10.1088/1757-899x/1260/1/012014.
Pełny tekst źródłaRoodi, Gholam H., Amr M. Morsy i Jorge G. Zornberg. "Soil–Geosynthetic Interface Shear in Different Testing Scales". Transportation Research Record: Journal of the Transportation Research Board 2672, nr 52 (4.05.2018): 129–41. http://dx.doi.org/10.1177/0361198118758631.
Pełny tekst źródłaMalicki, Konrad, Jarosław Górszczyk i Zuzana Dimitrovová. "Recycled Polyester Geosynthetic Influence on Improvement of Road and Railway Subgrade Bearing Capacity— Laboratory Investigations". Materials 14, nr 23 (27.11.2021): 7264. http://dx.doi.org/10.3390/ma14237264.
Pełny tekst źródłaHoyme, H., L. Vollmert i H. Ehrenberg. "Plastic in the ocean and global warming: New challenges for geosynthetics". IOP Conference Series: Materials Science and Engineering 1260, nr 1 (1.10.2022): 012022. http://dx.doi.org/10.1088/1757-899x/1260/1/012022.
Pełny tekst źródłaJames, Jijo, Sivapriya Vijayasimhan, Hemavathi Srinivasan, Jayasri Arulselvan, Sathya Purushothaman i Murali Paramasivam. "A Comparative Laboratory Investigation into the Role of Geosynthetics in the Initial Swell Control of an Expansive Soil". Civil and Environmental Engineering Reports 29, nr 4 (1.12.2019): 18–40. http://dx.doi.org/10.2478/ceer-2019-0042.
Pełny tekst źródłaLuiza Santos Giron Margalho i Larissa da Silva Paes Cardoso. "Review on the Use of Recyclable and Biodegradable Materials as Geosynthetics". JOURNAL OF BIOENGINEERING AND TECHNOLOGY APPLIED TO HEALTH 4, nr 2 (25.07.2021): 81–84. http://dx.doi.org/10.34178/jbth.v4i2.165.
Pełny tekst źródłaPaiva, Lucas, Margarida Pinho-Lopes, António Miguel Paula i Robertt Valente. "3D Numerical Modeling of Geosynthetics for Soil Reinforcement: A Bibliometric Analysis and Literature Review". Geotechnics 4, nr 2 (18.06.2024): 673–92. http://dx.doi.org/10.3390/geotechnics4020036.
Pełny tekst źródłaLiu, J., C. Lin i S. Pokharel. "Application of material point method in modeling soil-geosynthetics interactions-a literature survey". IOP Conference Series: Earth and Environmental Science 1335, nr 1 (1.05.2024): 012001. http://dx.doi.org/10.1088/1755-1315/1335/1/012001.
Pełny tekst źródłaHenry, Karen S., i Robert D. Holtz. "Geocomposite capillary barriers to reduce frost heave in soils". Canadian Geotechnical Journal 38, nr 4 (1.08.2001): 678–94. http://dx.doi.org/10.1139/t01-010.
Pełny tekst źródłaHuang, Weiming, Chao Ren, Jinchang Wang i Qinyun Yu. "A simplified planar model for geosynthetics reinforced composite foundation subjected to vertical load". E3S Web of Conferences 198 (2020): 01039. http://dx.doi.org/10.1051/e3sconf/202019801039.
Pełny tekst źródłaLesičar, Ana, Boris Kavur, Edin Serdarević i Ratko Savi. "Testing of tensile properties of two nonwoven geotextiles". Environmental engineering 10, nr 1-2 (31.01.2024): 12–18. http://dx.doi.org/10.37023/ee.10.1-2.2.
Pełny tekst źródłaShahkohali, Amir, i Kent von Maubeuge. "How GCLs can help create more efficient waterways?" E3S Web of Conferences 368 (2023): 03007. http://dx.doi.org/10.1051/e3sconf/202336803007.
Pełny tekst źródłaEigenbrod, K. D., i J. G. Locker. "Determination of friction values for the design of side slopes lined or protected with geosynthetics". Canadian Geotechnical Journal 24, nr 4 (1.11.1987): 509–19. http://dx.doi.org/10.1139/t87-067.
Pełny tekst źródłaRossi, Nicola, Mario Bačić, Meho Saša Kovačević i Lovorka Librić. "Fragility Curves for Slope Stability of Geogrid Reinforced River Levees". Water 13, nr 19 (23.09.2021): 2615. http://dx.doi.org/10.3390/w13192615.
Pełny tekst źródłaRizwan, Malik, Hassan Mujtaba, Khalid Farooq, Zia Ur Rehman, Syed Zishan Ashiq, Syed Minhaj Saleem Kazmi i Muhammad Junaid Munir. "Laboratory Investigation of Sand-Geosynthetic Interface Friction Parameters Using Cost-Effective Vertical Pullout Apparatus". Fibers 10, nr 10 (30.09.2022): 84. http://dx.doi.org/10.3390/fib10100084.
Pełny tekst źródłaKomarov, D. A., i V. I. Kleveko. "DETERMINATION OF DEFORMATION CHARACTERISTICS OF REINFORCED SOIL BASE BY EXPRESS METHOD USING DYNAMIC DENSITOMETER". Construction and Geotechnics 10, nr 2 (15.12.2019): 5–12. http://dx.doi.org/10.15593/2224-9826/2019.4.01.
Pełny tekst źródłaAkram, Suhail. "Unconventional and Simplified Approach towards Unpaved Roads: Application of Geosynthetics". International Journal for Research in Applied Science and Engineering Technology 9, nr 11 (30.11.2021): 98–107. http://dx.doi.org/10.22214/ijraset.2021.38766.
Pełny tekst źródłaCui, Xin-zhuang, Yi-lin Wang, Kai-Wen Liu, Jun Li, Lei Zhang i Jun-wei Su. "Strain-softening model evaluating geobelt–clay interaction validated by laboratory tests of sensor-enabled geobelts". Canadian Geotechnical Journal 57, nr 3 (marzec 2020): 354–65. http://dx.doi.org/10.1139/cgj-2018-0560.
Pełny tekst źródłaCacciuttolo, Carlos, Alvar Pastor, Patricio Valderrama i Edison Atencio. "Process Water Management and Seepage Control in Tailings Storage Facilities: Engineered Environmental Solutions Applied in Chile and Peru". Water 15, nr 1 (3.01.2023): 196. http://dx.doi.org/10.3390/w15010196.
Pełny tekst źródłaBanyhussan, Qais S., Hanan A. hassan i Badr A. Hamad. "Investigation of Shear Strength of Subbase-Subgrade Interface with Geosynthetics Reinforcement Utilizing A Large-Scale Direct Shear Test". E3S Web of Conferences 427 (2023): 03007. http://dx.doi.org/10.1051/e3sconf/202342703007.
Pełny tekst źródłaWon, Myoung-Soo, i Christine Patinga Langcuyan. "A Study of the Effects of Geosynthetic Reinforced Soil and Reinforcement Length on GRS Bridge Abutment". Applied Sciences 11, nr 23 (26.11.2021): 11226. http://dx.doi.org/10.3390/app112311226.
Pełny tekst źródłaPetriaev, Andrei, i Anastasia Konon. "Tests of geosynthetics-reinforced ballast stressed state under heavy trains". MATEC Web of Conferences 265 (2019): 01004. http://dx.doi.org/10.1051/matecconf/201926501004.
Pełny tekst źródłaMa, Binhui, Zhuo Li, Kai Cai, Meng Liu, Minghua Zhao, Bingchu Chen, Qiunan Chen i Zhiyong Hu. "Pile-Soil Stress Ratio and Settlement of Composite Foundation Bidirectionally Reinforced by Piles and Geosynthetics under Embankment Load". Advances in Civil Engineering 2021 (22.04.2021): 1–10. http://dx.doi.org/10.1155/2021/5575878.
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