Статті в журналах з теми "ROUGHNESS OF MODEL PILES"
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Liu, Jun, Zhongwei Li, Guoliang Dai, and Weiming Gong. "Field Measurement and Theoretical Analysis of Sidewall Roughness on Shaft Resistance of Rock-Socketed Piles." Journal of Marine Science and Engineering 11, no. 8 (August 19, 2023): 1622. http://dx.doi.org/10.3390/jmse11081622.
Повний текст джерелаAlawneh, Ahmed Shlash, Abdallah I. Husein Malkawi, and Husein Al-Deeky. "Tension tests on smooth and rough model piles in dry sand." Canadian Geotechnical Journal 36, no. 4 (November 22, 1999): 746–53. http://dx.doi.org/10.1139/t98-104.
Повний текст джерелаWang, Yan Qiang, Rui Gao, and Ya Wu Zeng. "Model Test of Roughness’ Influence on Bearing Mechanism in Rock-Socketed Pile." Advanced Materials Research 243-249 (May 2011): 3072–77. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.3072.
Повний текст джерелаSubair, Aysar Hassan, and Ala Nasir Aljorany. "Shaft Resistance of Long (Flexible) Piles Considering Strength Degradation." Journal of Engineering 27, no. 3 (February 27, 2021): 54–66. http://dx.doi.org/10.31026/j.eng.2021.03.04.
Повний текст джерелаMuszyński, Zbigniew, and Marek Wyjadłowski. "Assessment of surface parameters of VDW foundation piles using geodetic measurement techniques." Open Geosciences 12, no. 1 (August 3, 2020): 547–67. http://dx.doi.org/10.1515/geo-2020-0042.
Повний текст джерелаTovar-Valencia, Ruben D., Ayda Galvis-Castro, Rodrigo Salgado, and Monica Prezzi. "Effect of Surface Roughness on the Shaft Resistance of Displacement Model Piles in Sand." Journal of Geotechnical and Geoenvironmental Engineering 144, no. 3 (March 2018): 04017120. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0001828.
Повний текст джерелаBouafia, Ali. "Étude expérimentale du chargement latéral cyclique répété des pieux isolés dans le sable en centrifugeuse." Canadian Geotechnical Journal 31, no. 5 (October 1, 1994): 740–48. http://dx.doi.org/10.1139/t94-085.
Повний текст джерелаKhari, Mahdy, Khairul Anuar Kassim, and 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.
Повний текст джерелаGALLAS, JASON A. C., and STEFAN SOKOLOWSKI. "GRAIN NON-SPHERICITY EFFECTS ON THE ANGLE OF REPOSE OF GRANULAR MATERIAL." International Journal of Modern Physics B 07, no. 09n10 (April 20, 1993): 2037–46. http://dx.doi.org/10.1142/s0217979293002754.
Повний текст джерелаAksoy, Huseyin Suha, Nichirvan Ramadhan Taher, Aykut Ozpolat, Mesut Gör, and 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, no. 16 (August 17, 2023): 9355. http://dx.doi.org/10.3390/app13169355.
Повний текст джерелаGriffiths, D. V. "Numerical studies of soil–structure interaction using a simple interface model." Canadian Geotechnical Journal 25, no. 1 (February 1, 1988): 158–62. http://dx.doi.org/10.1139/t88-016.
Повний текст джерелаXu, Hong-Fa, Ji-Xiang Zhang, Xin Liu, Han-Sheng Geng, Ke-Liang Li, and Yin-Hao Yang. "Analytical Model and Back-Analysis for Pile-Soil System Behavior under Axial Loading." Mathematical Problems in Engineering 2020 (March 19, 2020): 1–15. http://dx.doi.org/10.1155/2020/1369348.
Повний текст джерелаBaca, Michal, and 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.
Повний текст джерелаStelzer, D., and O. B. Andersland. "Creep Parameters for Pile Settlement Equations." Journal of Energy Resources Technology 111, no. 4 (December 1, 1989): 258–63. http://dx.doi.org/10.1115/1.3231434.
Повний текст джерелаDiyaljee, 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, no. 4 (April 2019): 07019001. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002033.
Повний текст джерелаTovar-Valencia, Ruben D., Ayda Galvis-Castro, Rodrigo Salgado, and 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, no. 4 (April 2019): 07019002. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002034.
Повний текст джерелаWang, Jiang Nan, Shi Fang Tang, and Chun Ma. "Numerical Simulation for Pile Group in Water Flume of 2-D Tidal Flow." Advanced Materials Research 779-780 (September 2013): 1171–75. http://dx.doi.org/10.4028/www.scientific.net/amr.779-780.1171.
Повний текст джерелаPrakash Arul Jose, J., P. Rajesh Prasanna, and Fleming Prakash. "Technical performance of basalt fiber reinforced polymer BFRP confined RC driven piles new construction methodology." International Journal of Engineering & Technology 7, no. 3 (August 4, 2018): 1685. http://dx.doi.org/10.14419/ijet.v7i3.12628.
Повний текст джерелаBoyarintsev, Andrey, Timur Sukhov, and 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.
Повний текст джерелаM.A, Nassar. "IMPROVEMENT OF THE HYDRAULIC JUMP FEATURES USING INCOMPLETE CIRCULAR PILES." Engineering Heritage Journal 4, no. 1 (June 11, 2020): 19–22. http://dx.doi.org/10.26480/gwk.01.2020.19.22.
Повний текст джерелаWang, You-Bao, Chunfeng Zhao, and Yue Wu. "Study on the Effects of Grouting and Roughness on the Shear Behavior of Cohesive Soil–Concrete Interfaces." Materials 13, no. 14 (July 8, 2020): 3043. http://dx.doi.org/10.3390/ma13143043.
Повний текст джерелаEl Naggar, M. Hesham, and Jin Qi Wei. "Uplift behaviour of tapered piles established from model tests." Canadian Geotechnical Journal 37, no. 1 (February 1, 2000): 56–74. http://dx.doi.org/10.1139/t99-090.
Повний текст джерелаEl Naggar, M. Hesham, and Jin Qi Wei. "Axial capacity of tapered piles established from model tests." Canadian Geotechnical Journal 36, no. 6 (December 1, 1999): 1185–94. http://dx.doi.org/10.1139/t99-076.
Повний текст джерелаSeidel, J. P., and B. Collingwood. "A new socket roughness factor for prediction of rock socket shaft resistance." Canadian Geotechnical Journal 38, no. 1 (February 1, 2001): 138–53. http://dx.doi.org/10.1139/t00-083.
Повний текст джерелаParameswaran, V. R. "Adfreezing strength of ice to model piles." Canadian Geotechnical Journal 24, no. 3 (August 1, 1987): 446–52. http://dx.doi.org/10.1139/t87-055.
Повний текст джерелаLu, Yi, Hossam Abuel-Naga, Hussein A. Shaia, and Zhi Shang. "Preliminary Study on the Behaviour of Fibre-Reinforced Polymer Piles in Sandy Soils." Buildings 12, no. 8 (August 1, 2022): 1144. http://dx.doi.org/10.3390/buildings12081144.
Повний текст джерелаBisi, C., G. Chiaselotti, and P. A. Oliverio. "Sand Piles Models of Signed Partitions with Piles." ISRN Combinatorics 2013 (January 13, 2013): 1–7. http://dx.doi.org/10.1155/2013/615703.
Повний текст джерелаZhussupbekov, A., J. S. Dhanya, A. Issakulov, A. Omarov, S. Iskakov, and 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.
Повний текст джерелаYang, Qing Guang, Ya Hui Wang, Feng Liu, and Jie Liu. "Model Test Research on Mechanism of Close-Ended Variable Section Pipe Pile." Applied Mechanics and Materials 638-640 (September 2014): 480–84. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.480.
Повний текст джерелаGutiérrez-Ch, J. G., S. Senent, S. Melentijevic, and R. Jimenez. "A DEM-Based Factor to Design Rock-Socketed Piles Considering Socket Roughness." Rock Mechanics and Rock Engineering 54, no. 7 (January 10, 2021): 3409–21. http://dx.doi.org/10.1007/s00603-020-02347-1.
Повний текст джерелаGathimba, Naftary, Yasuo Kitane, Takeshi Yoshida, and Yoshito Itoh. "Surface roughness characteristics of corroded steel pipe piles exposed to marine environment." Construction and Building Materials 203 (April 2019): 267–81. http://dx.doi.org/10.1016/j.conbuildmat.2019.01.092.
Повний текст джерелаLei, Wen Jie, Yin Gren Zheng, and Ya Kun Song. "Reinforcement Mechanism of the Deep Buried Piles by Large Scaled Model Tests." Advanced Materials Research 108-111 (May 2010): 724–29. http://dx.doi.org/10.4028/www.scientific.net/amr.108-111.724.
Повний текст джерелаWang, Cheng Hua, Cheng Lin Zhang, Gan Wang, and Juan Su. "The Technique for Simulation of Broken Defects in Model Pile Tests." Advanced Materials Research 790 (September 2013): 264–68. http://dx.doi.org/10.4028/www.scientific.net/amr.790.264.
Повний текст джерелаBak, Jongho, Byung-hyun Choi, Junwon Lee, Jonghwan Bae, Kicheol Lee, and 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.
Повний текст джерелаChan, Derek L. H., Róisín M. Buckley, Tingfa Liu, and 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.
Повний текст джерелаManandhar, Suman, Noriyuki Yasufuku, Kiyoshi Omine, and Taizo Kobayashi. "Response of tapered piles in cohesionless soil based on model tests." Journal of Nepal Geological Society 40 (December 1, 2010): 85–92. http://dx.doi.org/10.3126/jngs.v40i0.23613.
Повний текст джерелаRagab, Fawzy M. "NDT Using Transmission Line Model to Identify the Defects in Pile Shaft." Applied Mechanics and Materials 105-107 (September 2011): 1580–88. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.1580.
Повний текст джерелаLatapy, Matthieu, Roberto Mantaci, Michel Morvan, and Ha Duong Phan. "Structure of some sand piles model." Theoretical Computer Science 262, no. 1-2 (July 2001): 525–56. http://dx.doi.org/10.1016/s0304-3975(00)00363-7.
Повний текст джерелаCaliendo, Joseph A., Loren R. Anderson, Renέ F. Winward, Steve Dapp, and Samuel C. Musser. "Instrumentation for Laterally Loaded Model Piles." Transportation Research Record: Journal of the Transportation Research Board 1548, no. 1 (January 1996): 67–73. http://dx.doi.org/10.1177/0361198196154800110.
Повний текст джерелаYang, Qing Guang, Yi Han Chen, Jie Tian, and Jie Liu. "Model Test Research on Horizontal Bearing Characteristics of Close-Ended Valibale Section Pipe Pile." Applied Mechanics and Materials 638-640 (September 2014): 475–79. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.475.
Повний текст джерелаLuan, Zhao Jian, Qiang Xin, and Yan Min Jia. "Analysis of Model Test Data for CFG Group Piles in Permafrost Areas." Applied Mechanics and Materials 501-504 (January 2014): 16–19. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.16.
Повний текст джерелаWang, Cheng Hua, Juan Su, and Gan Wang. "Model Test Studies of the Vertical Bearing Behavior of Bored Piles with Breakage Defects." Applied Mechanics and Materials 256-259 (December 2012): 65–70. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.65.
Повний текст джерелаGe, Xin Sheng, Jiang Wei Xue, and Xiao Li Zhai. "Model Test Research of Cushion Thickness on the Long-Short Piles Composite Foundation." Advanced Materials Research 168-170 (December 2010): 2352–58. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.2352.
Повний текст джерелаGutiérrez-Ch, J. G., G. Song, C. M. Heron, A. Marshall, and R. Jimenez. "Centrifuge Tests on Rock-Socketed Piles: Effect of Socket Roughness on Shaft Resistance." Journal of Geotechnical and Geoenvironmental Engineering 147, no. 11 (November 2021): 04021125. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002665.
Повний текст джерелаDai, Guoliang, Rodrigo Salgado, Weiming Gong, and Mingxing Zhu. "The effect of sidewall roughness on the shaft resistance of rock-socketed piles." Acta Geotechnica 12, no. 2 (June 13, 2016): 429–40. http://dx.doi.org/10.1007/s11440-016-0470-8.
Повний текст джерелаGe, Xin Sheng, Xiao Li Zhai, and Jiang Wei Xue. "Model Test Research of Pile Body Modulus on the Long-Short-Pile Composite Foundation." Advanced Materials Research 243-249 (May 2011): 2300–2303. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.2300.
Повний текст джерелаLiu, Tingfa, Haoruo Chen, Róisín M. Buckley, V. Santiago Quinteros, and 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.
Повний текст джерелаPrasad, Y. V. S. N., and S. Narasimha Rao. "Pullout behaviour of model pile and helical pile anchors Subjected to lateral cyclic loading." Canadian Geotechnical Journal 31, no. 1 (February 1, 1994): 110–19. http://dx.doi.org/10.1139/t94-012.
Повний текст джерелаSego, D. C., and L. B. Smith. "Effect of backfill properties and surface treatment on the capacity of adfreeze pipe piles." Canadian Geotechnical Journal 26, no. 4 (November 1, 1989): 718–25. http://dx.doi.org/10.1139/t89-082.
Повний текст джерелаKrasiński, Adam, and Tomasz Kusio. "Comparative Model Tests of SDP and CFA Pile Groups in Non-Cohesive Soil." Studia Geotechnica et Mechanica 36, no. 4 (February 28, 2015): 7–11. http://dx.doi.org/10.2478/sgem-2014-0031.
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