Artículos de revistas sobre el tema "ROUGHNESS OF MODEL PILES"
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Liu, Jun, Zhongwei Li, Guoliang Dai y Weiming Gong. "Field Measurement and Theoretical Analysis of Sidewall Roughness on Shaft Resistance of Rock-Socketed Piles". Journal of Marine Science and Engineering 11, n.º 8 (19 de agosto de 2023): 1622. http://dx.doi.org/10.3390/jmse11081622.
Texto completoAlawneh, Ahmed Shlash, Abdallah I. Husein Malkawi y Husein Al-Deeky. "Tension tests on smooth and rough model piles in dry sand". Canadian Geotechnical Journal 36, n.º 4 (22 de noviembre de 1999): 746–53. http://dx.doi.org/10.1139/t98-104.
Texto completoWang, Yan Qiang, Rui Gao y Ya Wu Zeng. "Model Test of Roughness’ Influence on Bearing Mechanism in Rock-Socketed Pile". Advanced Materials Research 243-249 (mayo de 2011): 3072–77. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.3072.
Texto completoSubair, Aysar Hassan y Ala Nasir Aljorany. "Shaft Resistance of Long (Flexible) Piles Considering Strength Degradation". Journal of Engineering 27, n.º 3 (27 de febrero de 2021): 54–66. http://dx.doi.org/10.31026/j.eng.2021.03.04.
Texto completoMuszyński, Zbigniew y Marek Wyjadłowski. "Assessment of surface parameters of VDW foundation piles using geodetic measurement techniques". Open Geosciences 12, n.º 1 (3 de agosto de 2020): 547–67. http://dx.doi.org/10.1515/geo-2020-0042.
Texto completoTovar-Valencia, Ruben D., Ayda Galvis-Castro, Rodrigo Salgado y Monica Prezzi. "Effect of Surface Roughness on the Shaft Resistance of Displacement Model Piles in Sand". Journal of Geotechnical and Geoenvironmental Engineering 144, n.º 3 (marzo de 2018): 04017120. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0001828.
Texto completoBouafia, Ali. "Étude expérimentale du chargement latéral cyclique répété des pieux isolés dans le sable en centrifugeuse". Canadian Geotechnical Journal 31, n.º 5 (1 de octubre de 1994): 740–48. http://dx.doi.org/10.1139/t94-085.
Texto completoKhari, Mahdy, Khairul Anuar Kassim y Azlan Adnan. "Development ofp-yCurves of Laterally Loaded Piles in Cohesionless Soil". Scientific World Journal 2014 (2014): 1–8. http://dx.doi.org/10.1155/2014/917174.
Texto completoGALLAS, JASON A. C. y STEFAN SOKOLOWSKI. "GRAIN NON-SPHERICITY EFFECTS ON THE ANGLE OF REPOSE OF GRANULAR MATERIAL". International Journal of Modern Physics B 07, n.º 09n10 (20 de abril de 1993): 2037–46. http://dx.doi.org/10.1142/s0217979293002754.
Texto completoAksoy, Huseyin Suha, Nichirvan Ramadhan Taher, Aykut Ozpolat, Mesut Gör y Omer Muhammad Edan. "An Experimental Study on Estimation of the Lateral Earth Pressure Coefficient (K) from Shaft Friction Resistance of Model Piles under Axial Load". Applied Sciences 13, n.º 16 (17 de agosto de 2023): 9355. http://dx.doi.org/10.3390/app13169355.
Texto completoGriffiths, D. V. "Numerical studies of soil–structure interaction using a simple interface model". Canadian Geotechnical Journal 25, n.º 1 (1 de febrero de 1988): 158–62. http://dx.doi.org/10.1139/t88-016.
Texto completoXu, Hong-Fa, Ji-Xiang Zhang, Xin Liu, Han-Sheng Geng, Ke-Liang Li y Yin-Hao Yang. "Analytical Model and Back-Analysis for Pile-Soil System Behavior under Axial Loading". Mathematical Problems in Engineering 2020 (19 de marzo de 2020): 1–15. http://dx.doi.org/10.1155/2020/1369348.
Texto completoBaca, Michal y Jaroslaw Rybak. "First results of pipe pile static load test in small laboratory scale". MATEC Web of Conferences 251 (2018): 04038. http://dx.doi.org/10.1051/matecconf/201825104038.
Texto completoStelzer, D. y O. B. Andersland. "Creep Parameters for Pile Settlement Equations". Journal of Energy Resources Technology 111, n.º 4 (1 de diciembre de 1989): 258–63. http://dx.doi.org/10.1115/1.3231434.
Texto completoDiyaljee, Vishnu. "Discussion of “Effect of Surface Roughness on the Shaft Resistance of Displacement Model Piles in Sand” by Ruben D. Tovar-Valencia, Ayda Galvis-Castro, Rodrigo Salgado, and Monica Prezzi". Journal of Geotechnical and Geoenvironmental Engineering 145, n.º 4 (abril de 2019): 07019001. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002033.
Texto completoTovar-Valencia, Ruben D., Ayda Galvis-Castro, Rodrigo Salgado y Monica Prezzi. "Closure to “Effect of Surface Roughness on the Shaft Resistance of Displacement Model Piles in Sand” by Ruben D. Tovar-Valencia, Ayda Galvis-Castro, Rodrigo Salgado, and Monica Prezzi". Journal of Geotechnical and Geoenvironmental Engineering 145, n.º 4 (abril de 2019): 07019002. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002034.
Texto completoWang, Jiang Nan, Shi Fang Tang y Chun Ma. "Numerical Simulation for Pile Group in Water Flume of 2-D Tidal Flow". Advanced Materials Research 779-780 (septiembre de 2013): 1171–75. http://dx.doi.org/10.4028/www.scientific.net/amr.779-780.1171.
Texto completoPrakash Arul Jose, J., P. Rajesh Prasanna y Fleming Prakash. "Technical performance of basalt fiber reinforced polymer BFRP confined RC driven piles new construction methodology". International Journal of Engineering & Technology 7, n.º 3 (4 de agosto de 2018): 1685. http://dx.doi.org/10.14419/ijet.v7i3.12628.
Texto completoBoyarintsev, Andrey, Timur Sukhov y Elizaveta Tumashevskaia. "Change in surface roughness of composite piles when pressing into the ground". E3S Web of Conferences 371 (2023): 02018. http://dx.doi.org/10.1051/e3sconf/202337102018.
Texto completoM.A, Nassar. "IMPROVEMENT OF THE HYDRAULIC JUMP FEATURES USING INCOMPLETE CIRCULAR PILES". Engineering Heritage Journal 4, n.º 1 (11 de junio de 2020): 19–22. http://dx.doi.org/10.26480/gwk.01.2020.19.22.
Texto completoWang, You-Bao, Chunfeng Zhao y Yue Wu. "Study on the Effects of Grouting and Roughness on the Shear Behavior of Cohesive Soil–Concrete Interfaces". Materials 13, n.º 14 (8 de julio de 2020): 3043. http://dx.doi.org/10.3390/ma13143043.
Texto completoEl Naggar, M. Hesham y Jin Qi Wei. "Uplift behaviour of tapered piles established from model tests". Canadian Geotechnical Journal 37, n.º 1 (1 de febrero de 2000): 56–74. http://dx.doi.org/10.1139/t99-090.
Texto completoEl Naggar, M. Hesham y Jin Qi Wei. "Axial capacity of tapered piles established from model tests". Canadian Geotechnical Journal 36, n.º 6 (1 de diciembre de 1999): 1185–94. http://dx.doi.org/10.1139/t99-076.
Texto completoSeidel, J. P. y B. Collingwood. "A new socket roughness factor for prediction of rock socket shaft resistance". Canadian Geotechnical Journal 38, n.º 1 (1 de febrero de 2001): 138–53. http://dx.doi.org/10.1139/t00-083.
Texto completoParameswaran, V. R. "Adfreezing strength of ice to model piles". Canadian Geotechnical Journal 24, n.º 3 (1 de agosto de 1987): 446–52. http://dx.doi.org/10.1139/t87-055.
Texto completoLu, Yi, Hossam Abuel-Naga, Hussein A. Shaia y Zhi Shang. "Preliminary Study on the Behaviour of Fibre-Reinforced Polymer Piles in Sandy Soils". Buildings 12, n.º 8 (1 de agosto de 2022): 1144. http://dx.doi.org/10.3390/buildings12081144.
Texto completoBisi, C., G. Chiaselotti y P. A. Oliverio. "Sand Piles Models of Signed Partitions with Piles". ISRN Combinatorics 2013 (13 de enero de 2013): 1–7. http://dx.doi.org/10.1155/2013/615703.
Texto completoZhussupbekov, A., J. S. Dhanya, A. Issakulov, A. Omarov, S. Iskakov y D. Mukhanov. "Model and field tests of drilled displacement system piles". E3S Web of Conferences 410 (2023): 03024. http://dx.doi.org/10.1051/e3sconf/202341003024.
Texto completoYang, Qing Guang, Ya Hui Wang, Feng Liu y Jie Liu. "Model Test Research on Mechanism of Close-Ended Variable Section Pipe Pile". Applied Mechanics and Materials 638-640 (septiembre de 2014): 480–84. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.480.
Texto completoGutiérrez-Ch, J. G., S. Senent, S. Melentijevic y R. Jimenez. "A DEM-Based Factor to Design Rock-Socketed Piles Considering Socket Roughness". Rock Mechanics and Rock Engineering 54, n.º 7 (10 de enero de 2021): 3409–21. http://dx.doi.org/10.1007/s00603-020-02347-1.
Texto completoGathimba, Naftary, Yasuo Kitane, Takeshi Yoshida y Yoshito Itoh. "Surface roughness characteristics of corroded steel pipe piles exposed to marine environment". Construction and Building Materials 203 (abril de 2019): 267–81. http://dx.doi.org/10.1016/j.conbuildmat.2019.01.092.
Texto completoLei, Wen Jie, Yin Gren Zheng y Ya Kun Song. "Reinforcement Mechanism of the Deep Buried Piles by Large Scaled Model Tests". Advanced Materials Research 108-111 (mayo de 2010): 724–29. http://dx.doi.org/10.4028/www.scientific.net/amr.108-111.724.
Texto completoWang, Cheng Hua, Cheng Lin Zhang, Gan Wang y Juan Su. "The Technique for Simulation of Broken Defects in Model Pile Tests". Advanced Materials Research 790 (septiembre de 2013): 264–68. http://dx.doi.org/10.4028/www.scientific.net/amr.790.264.
Texto completoBak, Jongho, Byung-hyun Choi, Junwon Lee, Jonghwan Bae, Kicheol Lee y Dongwook Kim. "Behaviour of Single and Group Helical Piles in Sands from Model Experiments". MATEC Web of Conferences 278 (2019): 03007. http://dx.doi.org/10.1051/matecconf/201927803007.
Texto completoChan, Derek L. H., Róisín M. Buckley, Tingfa Liu y Richard J. Jardine. "Laboratory investigation of interface shearing in chalk". E3S Web of Conferences 92 (2019): 13009. http://dx.doi.org/10.1051/e3sconf/20199213009.
Texto completoManandhar, Suman, Noriyuki Yasufuku, Kiyoshi Omine y Taizo Kobayashi. "Response of tapered piles in cohesionless soil based on model tests". Journal of Nepal Geological Society 40 (1 de diciembre de 2010): 85–92. http://dx.doi.org/10.3126/jngs.v40i0.23613.
Texto completoRagab, Fawzy M. "NDT Using Transmission Line Model to Identify the Defects in Pile Shaft". Applied Mechanics and Materials 105-107 (septiembre de 2011): 1580–88. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.1580.
Texto completoLatapy, Matthieu, Roberto Mantaci, Michel Morvan y Ha Duong Phan. "Structure of some sand piles model". Theoretical Computer Science 262, n.º 1-2 (julio de 2001): 525–56. http://dx.doi.org/10.1016/s0304-3975(00)00363-7.
Texto completoCaliendo, Joseph A., Loren R. Anderson, Renέ F. Winward, Steve Dapp y Samuel C. Musser. "Instrumentation for Laterally Loaded Model Piles". Transportation Research Record: Journal of the Transportation Research Board 1548, n.º 1 (enero de 1996): 67–73. http://dx.doi.org/10.1177/0361198196154800110.
Texto completoYang, Qing Guang, Yi Han Chen, Jie Tian y Jie Liu. "Model Test Research on Horizontal Bearing Characteristics of Close-Ended Valibale Section Pipe Pile". Applied Mechanics and Materials 638-640 (septiembre de 2014): 475–79. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.475.
Texto completoLuan, Zhao Jian, Qiang Xin y Yan Min Jia. "Analysis of Model Test Data for CFG Group Piles in Permafrost Areas". Applied Mechanics and Materials 501-504 (enero de 2014): 16–19. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.16.
Texto completoWang, Cheng Hua, Juan Su y Gan Wang. "Model Test Studies of the Vertical Bearing Behavior of Bored Piles with Breakage Defects". Applied Mechanics and Materials 256-259 (diciembre de 2012): 65–70. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.65.
Texto completoGe, Xin Sheng, Jiang Wei Xue y Xiao Li Zhai. "Model Test Research of Cushion Thickness on the Long-Short Piles Composite Foundation". Advanced Materials Research 168-170 (diciembre de 2010): 2352–58. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.2352.
Texto completoGutiérrez-Ch, J. G., G. Song, C. M. Heron, A. Marshall y R. Jimenez. "Centrifuge Tests on Rock-Socketed Piles: Effect of Socket Roughness on Shaft Resistance". Journal of Geotechnical and Geoenvironmental Engineering 147, n.º 11 (noviembre de 2021): 04021125. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002665.
Texto completoDai, Guoliang, Rodrigo Salgado, Weiming Gong y Mingxing Zhu. "The effect of sidewall roughness on the shaft resistance of rock-socketed piles". Acta Geotechnica 12, n.º 2 (13 de junio de 2016): 429–40. http://dx.doi.org/10.1007/s11440-016-0470-8.
Texto completoGe, Xin Sheng, Xiao Li Zhai y Jiang Wei Xue. "Model Test Research of Pile Body Modulus on the Long-Short-Pile Composite Foundation". Advanced Materials Research 243-249 (mayo de 2011): 2300–2303. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.2300.
Texto completoLiu, Tingfa, Haoruo Chen, Róisín M. Buckley, V. Santiago Quinteros y Richard J. Jardine. "Characterisation of sand-steel interface shearing behaviour for the interpretation of driven pile behaviour in sands". E3S Web of Conferences 92 (2019): 13001. http://dx.doi.org/10.1051/e3sconf/20199213001.
Texto completoPrasad, Y. V. S. N. y S. Narasimha Rao. "Pullout behaviour of model pile and helical pile anchors Subjected to lateral cyclic loading". Canadian Geotechnical Journal 31, n.º 1 (1 de febrero de 1994): 110–19. http://dx.doi.org/10.1139/t94-012.
Texto completoSego, D. C. y L. B. Smith. "Effect of backfill properties and surface treatment on the capacity of adfreeze pipe piles". Canadian Geotechnical Journal 26, n.º 4 (1 de noviembre de 1989): 718–25. http://dx.doi.org/10.1139/t89-082.
Texto completoKrasiński, Adam y Tomasz Kusio. "Comparative Model Tests of SDP and CFA Pile Groups in Non-Cohesive Soil". Studia Geotechnica et Mechanica 36, n.º 4 (28 de febrero de 2015): 7–11. http://dx.doi.org/10.2478/sgem-2014-0031.
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