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Статті в журналах з теми "Rock-socketed pile"
Liu, Xiao Li, and H. Zhou. "Investigation on Behavior of Rock-Socketed Retaining Piles for Deep Excavation." Key Engineering Materials 462-463 (January 2011): 825–30. http://dx.doi.org/10.4028/www.scientific.net/kem.462-463.825.
Повний текст джерелаBai, Xiaoyu, Xueying Liu, Mingyi Zhang, Yonghong Wang, and Nan Yan. "Ultimate Load Tests on Bearing Behavior of Large-Diameter Bored Piles in Weathered Rock Foundation." Advances in Civil Engineering 2020 (September 8, 2020): 1–13. http://dx.doi.org/10.1155/2020/8821428.
Повний текст джерелаXing, Xiaobo, Xiangyang Li, Wei Li, Tu Lu, Xiaofeng Duan, and Qing Jin. "Numerical Analysis of the End-Suspended Pile and the Rock-Socketed Pile Bearing Capacity of a Soil-Rock Composite Foundation Pit." Advances in Civil Engineering 2022 (February 25, 2022): 1–15. http://dx.doi.org/10.1155/2022/1199548.
Повний текст джерелаWang, Tie Hang, Liang Zhang, Yan Zhou Hao, and Xin Jin. "Side Friction of Rock-Socketed Piles Involving Thick Sediment." Advances in Civil Engineering 2020 (December 16, 2020): 1–13. http://dx.doi.org/10.1155/2020/8882698.
Повний текст джерелаGao, Rui, Yan Qiang Wang, and Jun Yan. "Model Test of Socketed Depth’s Influence on Bearing Mechanism in Rock-Socketed Pile." Applied Mechanics and Materials 90-93 (September 2011): 332–36. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.332.
Повний текст джерелаBakri, Mudthir, Yuan You Xia, and Hua Bing Wang. "Numerical Analysis of Stabilization of Slopes Overlying Bedrock Using Piles and Effect of Socketed Length of Pile on Stability." Applied Mechanics and Materials 580-583 (July 2014): 424–31. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.424.
Повний текст джерелаFa-you, A., Ming-chang Hei, Shi-qua Yan, and Peng Zhang. "Investigating the Effect of the Rock-Socketed Depth of the Hinged Cable-Anchored Pile on the Earthquake Response Characteristics of Supporting Structures." Advances in Civil Engineering 2022 (May 31, 2022): 1–11. http://dx.doi.org/10.1155/2022/2249654.
Повний текст джерелаLiu, Xueying, Xiaoyu Bai, Mingyi Zhang, Yonghong Wang, Songkui Sang, and Nan Yan. "Load-Bearing Characteristics of Large-Diameter Rock-Socketed Piles Based on Ultimate Load Tests." Advances in Materials Science and Engineering 2020 (July 26, 2020): 1–12. http://dx.doi.org/10.1155/2020/6075607.
Повний текст джерелаXu, Feng, Guoliang Dai, Weiming Gong, Xueliang Zhao, and Fan Zhang. "Lateral Loading of a Rock–Socketed Pile Using the Strain Wedge Model Based on Hoek–Brown Criterion." Applied Sciences 12, no. 7 (March 30, 2022): 3495. http://dx.doi.org/10.3390/app12073495.
Повний текст джерелаWu, Zhaoqi, Xingcheng Zhang, Qiming Song, Wei Liu, and Zhibing Chen. "Numerical analysis of horizontal bearing capacity of large-diameter implanted rock-socketed piles for offshore wind turbines." Journal of Physics: Conference Series 2280, no. 1 (June 1, 2022): 012012. http://dx.doi.org/10.1088/1742-6596/2280/1/012012.
Повний текст джерелаДисертації з теми "Rock-socketed pile"
Haberfield, Chris Michael. "The performance of the pressuremeter and socketed piles in weak rock." Online version, 1987. http://bibpurl.oclc.org/web/24179.
Повний текст джерелаCollingwood, Benjamin. "The effects of construction practices on the performance of rock socketed bored piles." Online version, 2000. http://bibpurl.oclc.org/web/25062.
Повний текст джерелаTsai, Shr Kai, and 蔡詩愷. "Load Transfer Behavior of Single Rock-Socketed Pile in Layered Soil." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/96410826214508344171.
Повний текст джерела國立臺灣科技大學
營建工程系
90
The purpose of this study is to understand the load transfer behavior of single rock-socketed pile in layered soil. This study is based on the analytical procedure developed by Tsai (2000) for Single Pile embedded in Layered Soil. This procedure is reviewed step by step for its suitability when the pile is socketed in rock. Some revisions are made to the original procedure. Analytical results using the modified method of this study show good agreement with the outcome of the finite difference computer program FLAC and the in-situ pile load test results. As a result, the modified method proposed by this study is deemed reasonable to analyze the load transfer behavior of vertical loaded single pile. Subsequently, the analytical results of this study conclude that the t-z curves cannot be treated as basic material properties of soils. Analytical results show that the significant difference of the stiffness of the t-z curves exists, depending on the conditions of soil layering and rock stratum. Finally, this study also suggests some figures and regression equations account for this effect.
Ling-Sheng, Wang, and 王鈴聲. "Investigation of the Bearing Bechavior of the Bored Pile Socketed in Rock or Gravel Stratum." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/89358986436986449051.
Повний текст джерела國立臺灣科技大學
營建工程技術學系
82
The bored pile is the major bridge foundation type from statistical data of built bridges. In general, the bored piles are extended a few meters into either rock or gravel layer. The skin friction of the socketed length is often neglected. The frictional behavior of the rock socketed portion of the pile can be divided into rough- socket, smooth-socket and highly- fractured-rock according to the rock mass integrity and the roughness of the interface. An abrupt lost of capacity is noted after the peak is reached for the smooth-socket case. The complete development of the capacity needs large displacement for the highly-fractured-rock condition. For the gravel bearing layer, three types of frictional behavior are proposed, including the sandy-gravel, clayey-gravel and highly-gravel- content according to grave bored pile socketed in rock or gravel stratum is investigated further with the proposed mothod. If the length of the rock socketed portion equals to about three times of the pile diameter, both of the frictional and end bearing capacity are similar, but the frictional capacity is less than the end bearing capacity when the pile is socketed in gravel layer. In addition, the displacement needed to mobilize complete frictional capacity is smaller than that of the end bearing capacity. It is conservative if the frictional capacity of the socketed length is neglected, especially for piles socketed in rock. Base on the understanding obtained for this study, it can be produced that during the construction the interface roughness is the utmost important thing to be noted if the pile is socketed in rock, followed by the uncleaned slurry at pile tip. However, if the pile is socketed in gravel layer, cleaning of the slurry at pile tip is the most important.
Частини книг з теми "Rock-socketed pile"
Sumisha, A. P., and Arvee Sujil Johnson. "Study on Cyclic Pile Load Test of Pile Socketed in Rock." In Lecture Notes in Civil Engineering, 339–52. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6090-3_23.
Повний текст джерелаShafi, S. M., J. Takemura, V. Kunasegaram, Y. Ishihama, K. Toda, and Y. Ishihara. "Dynamic behavior of cantilever tubular steel pile retaining wall socketed in soft rock." In Proceedings of the Second International Conference on Press-in Engineering 2021, Kochi, Japan, 272–81. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003215226-30.
Повний текст джерелаDong, Yunxiu, Zhongju Feng, Yumeng Hao, Hongsheng Yao, and Qi Wan. "Bearing Behaviors and Reasonable Rock-Socketed Depth of Bridge Pile Foundation in Karst Areas." In Sustainability Issues for the Deep Foundations, 141–61. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01902-0_13.
Повний текст джерелаMandal, Avik Kumar, S. Sailesh, and Pradyot Biswas. "Design and Construction of Rock Socketed Pile Foundation for Bridges—Case Study on Road Project in Madhya Pradesh, India." In Lecture Notes in Civil Engineering, 429–49. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6346-5_38.
Повний текст джерелаAyithi, Aditya, and William G. Ryan. "Unit Side Shear in Rock-Socketed Bored Piles." In 10th International Conference on Stress Wave Theory and Testing Methods for Deep Foundations, 97–127. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2019. http://dx.doi.org/10.1520/stp161120180007.
Повний текст джерелаNeeraj, C. R., K. T. Saikumar, and Sudheesh Thiyyakandi. "Influence of Soil Cover on Lateral Response of Rock-Socketed Piles." In Lecture Notes in Civil Engineering, 249–59. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-6359-9_24.
Повний текст джерелаGurnani, Seema, K. R. Vinjamuri, A. Usmani, and C. Singh. "Design and Construction Approach of Marine Rock-Socketed Piles for an Oil Jetty Project." In Lecture Notes in Civil Engineering, 427–39. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6701-4_28.
Повний текст джерелаLi, Zhongwei, Hanxuan Wang, Guoliang Dai, and Fan Huang. "Study on Design Method of Vertical Bearing Capacity of Rock-Socketed Piles Based on Reliability." In Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022), 762–72. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-11898-2_50.
Повний текст джерелаKunasegaram, V., J. Takemura, Y. Ishihama, and Y. Ishihara. "A centrifuge model study on laterally loaded large diameter steel tubular piles socketed in soft rock." In Proceedings of the Second International Conference on Press-in Engineering 2021, Kochi, Japan, 282–92. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003215226-31.
Повний текст джерелаKodithuwakku, Thilina H., Hewage Saman Thilakasiri, and Abeysinghe Rathnayaka. "Case Studies: Use of Low Strain Transient Dynamic Response Method for Rock Socketed End Bearing Bored Piles." In 10th International Conference on Stress Wave Theory and Testing Methods for Deep Foundations, 205–22. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2019. http://dx.doi.org/10.1520/stp161120170194.
Повний текст джерелаТези доповідей конференцій з теми "Rock-socketed pile"
Chen, Shuli, Wang Cai, Wei Guo, Yuxiao Ren, and Daokun Zhuang. "Laboratory Investigation on Shaft Resistance of Rock-socketed Pile." In 2021 4th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA). IEEE, 2021. http://dx.doi.org/10.1109/isttca53489.2021.9654754.
Повний текст джерелаKwon, Ohkyun, Yongkyu Choi, Myunghak Kim, and Seboong Oh. "3-D Numerical Analysis of a Repaired Rock-Socketed Batter Pipe Pile." In Geo-Denver 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40511(288)8.
Повний текст джерелаCheng, Ye, Weiming Gong, Guoliang Dai, and JingKun Wu. "Application of self-balanced loading test to socketed pile in weak rock." In International Conference on Experimental Mechnics 2008 and Seventh Asian Conference on Experimental Mechanics, edited by Xiaoyuan He, Huimin Xie, and YiLan Kang. SPIE, 2008. http://dx.doi.org/10.1117/12.839377.
Повний текст джерелаKhosravifar, Arash, and Zia Zafir. "Minimum Required Length for Geotechnical Lateral Stability of Rock-Socketed Pile Shafts." In IFCEE 2018. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481578.015.
Повний текст джерелаJiewen Tu and Aiping Tang. "Grey correlation analysis of bearing capacity of rock-socketed pile in soft soil area." In 2011 International Conference on Multimedia Technology (ICMT). IEEE, 2011. http://dx.doi.org/10.1109/icmt.2011.6002892.
Повний текст джерелаHongsheng Jiang and Quan'an Ma. "Using GA-BP neural networks to analyze vertical bearing capacity of single rock-socketed pile." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5774282.
Повний текст джерелаWang, Dong, and Yin Cheng. "The testing research on horizontal bearing capacity for the cast - in - place pile socketed in rock." In 2nd International Conference on Electronic and Mechanical Engineering and Information Technology. Paris, France: Atlantis Press, 2012. http://dx.doi.org/10.2991/emeit.2012.196.
Повний текст джерелаJiang, Jianping, Sean O'Hagan, Rashedul Kabir, Jacek Doniec, and Qi Zhang. "Dynamic Analysis and Innovative Design of a Kilometer-Long Highway Bridge under Extreme Landslide Generated Wave Loading." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.1590.
Повний текст джерелаSeo, Hoyoung, Monica Prezzi, and Rodrigo Salgado. "Elastic Analysis of Rock-Socketed Piles." In IFCEE 2015. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479087.088.
Повний текст джерелаFarrag, Rabie, Benjamin Turner, Carter Cox, and Anne Lemnitzer. "Experimental Studies of Rock Socketed Piles with Different Transverse Reinforcement Ratios." In International Foundations Congress and Equipment Expo 2021. Reston, VA: American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483404.001.
Повний текст джерела