Статті в журналах з теми "Soil pile"
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Liu, Wei Zheng, Jun Hui Zhang, and Hao Zhang. "Analysis on Pile-Soil Stress Ratio of Composite Foundation with Sparse Capped-Piles under Lime-Soil Embankment Load." Applied Mechanics and Materials 501-504 (January 2014): 124–31. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.124.
Повний текст джерелаFellenius, Bengt H. "Results from long-term measurement in piles of drag load and downdrag." Canadian Geotechnical Journal 43, no. 4 (April 1, 2006): 409–30. http://dx.doi.org/10.1139/t06-009.
Повний текст джерелаZhang, Hao, Ming Lei Shi, Rui Kun Zhang, and Yu Zhao. "Load Transfer Mechanism of Embankment Supported by Sparse Piles." Applied Mechanics and Materials 178-181 (May 2012): 1396–401. http://dx.doi.org/10.4028/www.scientific.net/amm.178-181.1396.
Повний текст джерелаZhao, Min, and Wei Ping Cao. "A Numerical Analysis of Soil Arching in Piled Embankments." Advanced Materials Research 468-471 (February 2012): 638–42. http://dx.doi.org/10.4028/www.scientific.net/amr.468-471.638.
Повний текст джерелаWang, Kangyu, Jun Cao, Xinquan Wang, and Yingjie Ning. "Soil Arching of Piled Embankment in Equal Settlement Pattern: A Discrete Element Analysis." Symmetry 13, no. 9 (September 3, 2021): 1627. http://dx.doi.org/10.3390/sym13091627.
Повний текст джерелаHartono, Edi. "Analisis Lendutan Model Pelat Fleksibel dengan Tiang Perbesaran Ujung dan Pelat Tidak Rapat Tanah Pada Tanah Pasir." Semesta Teknika 17, no. 1 (November 25, 2015): 10–16. http://dx.doi.org/10.18196/st.v17i1.410.
Повний текст джерелаJamil, Irfan, Irshad Ahmad, Wali Ullah, Mahmood Ahmad, Mohanad Muayad Sabri Sabri, and Ali Majdi. "Experimental Study on Lateral and Vertical Capacity of Piled Raft and Pile Group System in Sandy Soil." Applied Sciences 12, no. 17 (September 2, 2022): 8853. http://dx.doi.org/10.3390/app12178853.
Повний текст джерелаWu, Lijun. "Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study." Advances in Materials Science and Engineering 2018 (2018): 1–11. http://dx.doi.org/10.1155/2018/2659628.
Повний текст джерелаLiu, Qiu Sheng, and Dong Feng Liu. "Study on Embedded Pile Length in Slope Reinforced." Applied Mechanics and Materials 105-107 (September 2011): 1497–504. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.1497.
Повний текст джерелаCao, Wei Ping, Min Zhao, and Qi Chao Shi. "A Numerical Analysis on the Behavior of End-Bearing Pile for Supporting Embankment over Soft Soils." Advanced Materials Research 378-379 (October 2011): 502–6. http://dx.doi.org/10.4028/www.scientific.net/amr.378-379.502.
Повний текст джерелаXie, Yunfei, and Shichun Chi. "Optimization Method for Irregular Piled Raft Foundation on Layered Soil Media." Advances in Civil Engineering 2019 (May 20, 2019): 1–15. http://dx.doi.org/10.1155/2019/5713492.
Повний текст джерелаAlhassani, Athraa Mohammed Jawad, and Ala Nasir Aljorany. "Parametric Study on Unconnected Piled Raft Foundation Using Numerical Modelling." Journal of Engineering 26, no. 5 (May 1, 2020): 156–71. http://dx.doi.org/10.31026/j.eng.2020.05.11.
Повний текст джерелаQiao, Shifan, Changrui Dong, Guyang Li, Hao Zhou, and Gang Wang. "Modified Interaction Method for Response of Group Piles Considering Pile–Soil Slip." Mathematics 10, no. 15 (July 26, 2022): 2616. http://dx.doi.org/10.3390/math10152616.
Повний текст джерелаYu, Yiliang, Xiaohua Bao, Zhipeng Liu, and Xiangsheng Chen. "Dynamic Response of a Four-Pile Group Foundation in Liquefiable Soil Considering Nonlinear Soil-Pile Interaction." Journal of Marine Science and Engineering 10, no. 8 (July 26, 2022): 1026. http://dx.doi.org/10.3390/jmse10081026.
Повний текст джерелаChen, R. P., Y. M. Chen, J. Han, and Z. Z. Xu. "A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression." Canadian Geotechnical Journal 45, no. 5 (May 2008): 611–23. http://dx.doi.org/10.1139/t08-003.
Повний текст джерелаYang, Qingnian, Jianli Shao, Zhijun Xu, and Yu Miao. "Experimental Investigation of the Impact of Necking Position on Pile Capacity Assisted with Transparent Soil Technology." Advances in Civil Engineering 2022 (February 7, 2022): 1–10. http://dx.doi.org/10.1155/2022/9965974.
Повний текст джерелаAhmed, Danish, Siti Noor Linda Bt Taib, Tahar Ayadat, and Alsidqi Hasan. "Numerical Analysis of the Carrying Capacity of a Piled Raft Foundation in Soft Clayey Soils." Civil Engineering Journal 8, no. 4 (April 1, 2022): 622–36. http://dx.doi.org/10.28991/cej-2022-08-04-01.
Повний текст джерелаUtkin, Vladimir S. "Reliability analysis of an end-bearing pile with account for friction forces on the pile surface." Stroitel stvo nauka i obrazovanie [Construction Science and Education], no. 1 (March 31, 2020): 2. http://dx.doi.org/10.22227/2305-5502.2020.1.2.
Повний текст джерелаLin, Chengyuan, Ruyi Wang, Mengshuang Huang, Lebin Huang, and Qinwen Tan. "Study on Disturbance Mechanism of Squeezed and Non-Squeezed Soil Piles on Soft Soil Foundation." Applied Sciences 13, no. 13 (June 30, 2023): 7757. http://dx.doi.org/10.3390/app13137757.
Повний текст джерелаAhmed, Danish, Siti Noor Linda Bt Taib, Tahar Ayadat, and Alsidqi Hasan. "A Review on the Behaviour of Combined Stone Columns and Pile Foundations in Soft Soils when Placed under Rigid Raft Foundation." ASM Science Journal 16 (July 15, 2021): 1–8. http://dx.doi.org/10.32802/asmscj.2021.709.
Повний текст джерелаShakirov, Ildus. "Bearing capacity of piles in a reinforced by pressure cementation soil massif." E3S Web of Conferences 274 (2021): 03023. http://dx.doi.org/10.1051/e3sconf/202127403023.
Повний текст джерелаElsawwaf, Mostafa, Marwan Shahien, Ahmed Nasr, and Alaaeldin Magdy. "The behavior of piled rafts in soft clay: Numerical investigation." Journal of the Mechanical Behavior of Materials 31, no. 1 (January 1, 2022): 426–34. http://dx.doi.org/10.1515/jmbm-2022-0050.
Повний текст джерелаCao, Wei Ping, and Min Zhao. "Performance of Floating Piles for Supporting Embankments in Soft Soils." Applied Mechanics and Materials 105-107 (September 2011): 1433–37. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.1433.
Повний текст джерелаStringer, M. E., and S. P. G. Madabhushi. "Re-mobilization of pile shaft friction after an earthquake." Canadian Geotechnical Journal 50, no. 9 (September 2013): 979–88. http://dx.doi.org/10.1139/cgj-2012-0261.
Повний текст джерелаTsuha, Cristina de Hollanda Cavalcanti, João Manoel Sampaio Mathias dos Santos Filho, and Thiago da Costa Santos. "Helical piles in unsaturated structured soil: a case study." Canadian Geotechnical Journal 53, no. 1 (January 2016): 103–17. http://dx.doi.org/10.1139/cgj-2015-0017.
Повний текст джерелаZhao, Min, and Wei Ping Cao. "An Analysis of Pile-Soil Interaction under Embankment Load." Applied Mechanics and Materials 488-489 (January 2014): 458–61. http://dx.doi.org/10.4028/www.scientific.net/amm.488-489.458.
Повний текст джерелаJanda, Tomás, Renato P. Cunha, Pavel Kuklík, and Gérson M. Anjos. "Three Dimensional Finite Element Analysis and Back-analysis of CFA Standard Pile Groups and Piled Rafts Founded on Tropical Soil." Soils and Rocks 32, no. 1 (January 1, 2009): 3–18. http://dx.doi.org/10.28927/sr.321003.
Повний текст джерелаHuang, Yuan, Xin Jian Feng, Jian Lin Zhang, and Shu Zhi Lin. "Working Mechanism of Two-Phase Varying Stiffness Piled Raft Foundation." Applied Mechanics and Materials 590 (June 2014): 326–30. http://dx.doi.org/10.4028/www.scientific.net/amm.590.326.
Повний текст джерелаLee, Su-Hyung, and Choong-Ki Chung. "An experimental study of the interaction of vertically loaded pile groups in sand." Canadian Geotechnical Journal 42, no. 5 (October 1, 2005): 1485–93. http://dx.doi.org/10.1139/t05-068.
Повний текст джерелаBusse, Matt D., Carol J. Shestak, and Ken R. Hubbert. "Soil heating during burning of forest slash piles and wood piles." International Journal of Wildland Fire 22, no. 6 (2013): 786. http://dx.doi.org/10.1071/wf12179.
Повний текст джерелаMahmood, Mahmood R., Nahla M. Salim, and Ammar A. Al-Gezzy. "Effect of Different Soil Saturation Conditions on The Ultimate Uplift Resistance of Helical Pile Model." E3S Web of Conferences 318 (2021): 01012. http://dx.doi.org/10.1051/e3sconf/202131801012.
Повний текст джерелаChen, Jun, Yong Hong Chang, and Yin Sheng Zou. "Nonlinear Analysis of Interaction of Superstructure-Pile-Raft-Soil System in Layered Soil — Part II: Characteristics of Reaction Force on Pile Head and Displacement of Raft." Key Engineering Materials 400-402 (October 2008): 659–66. http://dx.doi.org/10.4028/www.scientific.net/kem.400-402.659.
Повний текст джерелаZhu, Rui, Feng Zhou, Zhihui Wan, Shengjun Deng, Xin Dong, Zekun Zhou, and Wei Xing. "Improving the Performance of Piled Raft Foundations Using Deformation Adjustors: A Case Study." Buildings 12, no. 11 (November 6, 2022): 1903. http://dx.doi.org/10.3390/buildings12111903.
Повний текст джерелаXie, Yunfei, Shichun Chi, and Maohua Wang. "Influence of Variable Rigidity Design of Piled Raft Foundation on Seismic Performance of Buildings." Mathematical Problems in Engineering 2020 (March 14, 2020): 1–13. http://dx.doi.org/10.1155/2020/1780197.
Повний текст джерелаAl-Damluji, Omar al-Farouk Salem, and Nadher Hassan Al-Baghdadi. "ANALYSIS OF PILED-RAFT FOUNDATION BY THE FINITE ELEMENT METHOD." Kufa Journal of Engineering 3, no. 2 (May 26, 2014): 115–32. http://dx.doi.org/10.30572/2018/kje/321264.
Повний текст джерелаMohamad Ali, Anis Abdul Khuder, Jaffar Ahemd Kadim, and Ali Hashim Mohamad. "Design Charts for Axially Loaded Single Pile Action." Civil Engineering Journal 5, no. 4 (April 27, 2019): 922–39. http://dx.doi.org/10.28991/cej-2019-03091300.
Повний текст джерелаFellenius, Bengt H. "Observations and analysis of wide piled foundations." Canadian Geotechnical Journal 56, no. 3 (March 2019): 378–97. http://dx.doi.org/10.1139/cgj-2018-0031.
Повний текст джерелаChen, S. L., C. Y. Song, and L. Z. Chen. "Two-pile interaction factor revisited." Canadian Geotechnical Journal 48, no. 5 (May 2011): 754–66. http://dx.doi.org/10.1139/t10-095.
Повний текст джерелаYushchube, S. V., and I. I. Podshivalov. "MODELING OF STRESS-STRAIN STATE OF HIGH-RISE BUILDING PILE RAFT FOUNDATION WITH INCOMPLETE PILE INSTALLATION." Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture 22, no. 2 (April 30, 2020): 145–61. http://dx.doi.org/10.31675/1607-1859-2020-22-2-145-161.
Повний текст джерелаTan, Feng Yi, and Xin Zhi Wang. "Numerical Analysis for Bearing Performance of Flexible Piles Composite Foundation Influenced by Modulus’ Changes." Advanced Materials Research 261-263 (May 2011): 1694–98. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.1694.
Повний текст джерелаDoubrovsky, M. P., and V. O. Dubravina. "MODEL TESTING OF THE "PILE-SOIL" INTERACTION UNDER AXIAL FORCE." Bulletin of Odessa State Academy of Civil Engineering and Architecture, no. 83 (June 4, 2021): 102–11. http://dx.doi.org/10.31650/2415-377x-2021-83-102-111.
Повний текст джерелаChiou, Jiunn-Shyang, and Jia-Qi You. "Theoretical solutions of laterally loaded fixed-head piles in elastoplastic soil considering pile-head flexural yielding." Canadian Geotechnical Journal 57, no. 5 (May 2020): 650–60. http://dx.doi.org/10.1139/cgj-2018-0593.
Повний текст джерелаРоманов, С. В., and М. М. Козаченко. "EFFICIENCY OF PILE DRIVE TECHNOLOGY IN DIFFERENT SOIL CONDITIONS." Building production, no. 72 (May 22, 2023): 55. http://dx.doi.org/10.36750/2524-2555.72.55-60.
Повний текст джерелаFenu, Luigi, Eleonora Congiu, Mariangela Deligia, Gian Felice Giaccu, Alireza Hosseini, and Mauro Serra. "Buckling Analysis of Piles in Multi-Layered Soils." Applied Sciences 11, no. 22 (November 11, 2021): 10624. http://dx.doi.org/10.3390/app112210624.
Повний текст джерелаSaha, Rajib, Sekhar Chandra Dutta, and Sumanta Haldar. "SEISMIC RESPONSE OF SOIL-PILE RAFT-STRUCTURE SYSTEM." Journal of Civil Engineering and Management 21, no. 2 (January 30, 2015): 144–64. http://dx.doi.org/10.3846/13923730.2013.802716.
Повний текст джерелаKahyaoglu, Mehmet Rifat, Okan Onal, Gökhan Imançlı, Gürkan Ozden, and Arif S. Kayalar. "SOIL ARCHING AND LOAD TRANSFER MECHANISM FOR SLOPE STABILIZED WITH PILES." Journal of Civil Engineering and Management 18, no. 5 (September 28, 2012): 701–8. http://dx.doi.org/10.3846/13923730.2012.723353.
Повний текст джерелаDoubrovsky, Michael, and Vladyslava Dubravina. "Physical modeling of steel tubular piles installation into sandy soil." Bases and Foundations, no. 41 (December 17, 2020): 14–21. http://dx.doi.org/10.32347/0475-1132.41.2020.14-21.
Повний текст джерелаChen, Heng, and Ke Sheng Ma. "The Mechanical Properties Comparative Analysis for Socked and Non-Socketed Composite Pile." Advanced Materials Research 1061-1062 (December 2014): 748–50. http://dx.doi.org/10.4028/www.scientific.net/amr.1061-1062.748.
Повний текст джерелаSuleiman, Muhannad T., Lusu Ni, Anne Raich, Jeffery Helm, and Ehsan Ghazanfari. "Measured soil–structure interaction for concrete piles subjected to lateral loading." Canadian Geotechnical Journal 52, no. 8 (August 2015): 1168–79. http://dx.doi.org/10.1139/cgj-2014-0197.
Повний текст джерелаShojaeian, Ali, Sumangali Sivakumaran, and Kanthasamy K. Muraleetharan. "Seismic behavior of pile foundations in unsaturated soils." E3S Web of Conferences 382 (2023): 03009. http://dx.doi.org/10.1051/e3sconf/202338203009.
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