Journal of Jilin University(Earth Science Edition) ›› 2021, Vol. 51 ›› Issue (5): 1514-1522.doi: 10.13278/j.cnki.jjuese.20200276

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Numerical Simulation with FLAC3D on Ground Surface Vibration During Pile Driving Using Resonance-Free Technology

Wei Jiabin1, Wang Weidong1,2, Wu Jiangbin2   

  1. 1. Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China;
    2. Shanghai Underground Space Engineering Design & Research Institute, East China Architecture Design & Research Institute Co., Ltd., Shanghai 200011, China
  • Received:2020-11-26 Online:2021-09-26 Published:2021-09-29
  • Supported by:
    Supported by the National Natural Science Foundation of China (51978399), the Key R&D Projects of Shanghai Science and Technology Commission (18DZ1205300), the Shanghai Rising-Star Program (18QB1400300) and the Program of Shanghai Academic/Technology Research Leader (18XD1422600)

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Abstract: Aiming to investigate the ground surface vibration during pile driving with resonance-free technology, a continuous vibratory pile driving model was established by using the finite difference program FLAC3D. The density scaling method was introduced to eliminate the effect of time consuming due to the excessive elastic modulus of the model pile. The numerical results were compared to the field test data in literature, and then the influence of exciting force amplitude and vibrating frequency on ground surface vibration, was investigated. The results show that:The density scaling method can effectively increase the simulation efficiency, in which the calculation time for penetrating simulated 7.0 times pile diameter (4.9 m) is around 12.0 h, and there is an acceptable agreement between the numerical result and the field measurement; Additionally, the ground surface vibrations are influenced by the exciting force amplitude and the vibrating frequency mainly in the near field (horizontal distance less than 5.0 times pile diameter); Corresponding to the peak ground surface vibration, the critical penetration depth increases first with the horizontal distance and then tends to almost a steady value; Compared to the exciting force amplitude, the vibrating frequency can influence the critical penetration depth in the far field.

Key words: resonance-free vibratory pile driving, density scaling method, numerical simulation, FLAC3D, ground vibration tests

CLC Number: 

  • TU67
[1] Rajapakse R. Pile Design and Construction Rules of Thumb[M]. 2nd ed. Amsterdam:Elsevier, 2016:286-290.
[2] 杨春柳. 钢管桩免共振施工对邻近地铁的振动影响试验研究[J]. 建筑施工, 2018, 40(9):1655-1657. Yang Chunliu. Experimental Study on Vibration Effect of Steel Pipe Piles Resonance-Free Construction on Adjacent Metro[J]. Building Construction, 2018, 40(9):1655-1657.
[3] 李操, 张孟喜, 周蓉峰, 等. 免共振沉桩原位试验研究[J]. 长江科学院院报, 2020, 37(9):122-127. Li Cao, Zhang Mengxi, Zhou Rongfeng, et al. In-Situ Test Study on Resonance-Free Pile[J]. Journal of Yangtze River Scientific Research Institute, 2020, 37(9):122-127.
[4] 王卫东, 魏家斌, 吴江斌, 等. 高频免共振法沉桩对周围土体影响的现场测试与分析[J]. 建筑结构学报, 2021, 42(4):131-138. Wang Weidong, Wei Jiabin, Wu Jiangbin, et al. Field Test and Analysis on Surrounding Soil Effects of Pile Driving with High-Frequency and Resonance-Free Technology[J]. Journal of Building Structures, 2021, 42(4):131-138.
[5] 王进怀. 2.7高频液压振动沉拔桩锤[C]//中国土木工程学会土力学及基础工程学术委员会联合年会. 北京:中国土木工程学会, 1998:166-172. Wang Jinhuai. 2.7 High Frequency Hydraulic Vibration Sinking and Pulling Pile Hammer[C]//Joint Annual Meeting of the Soil Mechanics and Basic Engineering Academic Committee of China Civil Engineering Society. Beijing:China Civil Engineering Society, 1998:166-172.
[6] Henke S, Grabe J. Numerical Investigation of Soil Plugging Inside Open-Ended Piles with Respect to the Installation Method[J]. Acta Geotechnica, 2008, 3(3):215-223.
[7] Ekanayake S D, Liyanapathirana D S, Leo C J. Influence Zone Around a Closed-Ended Pile During Vibratory Driving[J]. Soil Dynamics and Earthquake Engineering, 2013, 53:26-36.
[8] 肖勇杰, 陈福全, 林良庆. 灌注桩套管振动贯入引起的地面振动及隔振研究[J]. 岩土力学, 2017, 38(3):705-713. Xiao Yongjie, Chen Fuquan, Lin Liangqing. Study of Ground Vibration and Vibration Isolation Due to Sleeve of Cast-in-Place Piles Installed by Vibratory Driving[J]. Rock and Soil Mechanics, 2017, 38(3):705-713.
[9] Chen F Q, Lin Y Q, Dong Y Z, et al. Numerical Investigations of Soil Plugging Effect Inside Large-Diameter, Open-Ended Wind Turbine Monopiles Driven by Vibratory Hammers[J]. Marine Georesources and Geotechnology, 2020, 38(1):83-96.
[10] Daryaei R, Bakroon M, Aubram D, et al. Numerical Evaluation of the Soil Behavior During Pipe-Pile Installation Using Impact and Vibratory Driving in Sand[J]. Soil Dynamics and Earthquake Engineering, 2020, 134:1-15.
[11] Galavi V, Beuth L, Coelho Z, et al. Numerical Simulation of Pile Installation in Saturated Sand Using Material Point Method[J]. Procedia Engineering, 2017, 175:72-79.
[12] 韩钧, 陈福全, 曹琪君. 高频液压振动沉桩的颗粒离散元分析[J]. 福州大学学报(自然科学版), 2011, 39(2):287-292. Han Jun, Chen Fuquan, Cao Qijun. DEM Study on the Installation of a Pile Using the High Frequency Hydraulic Vibratory Hammer[J]. Journal of Fuzhou University (Natural Science Edition), 2011, 39(2):287-292.
[13] Feng Z, Deschamps R J. A Study of the Factors Influencing the Penetration and Capacity of Vibratory Driven Piles[J]. Soils and Foundations, 2000, 40(3):43-54.
[14] 陈福全, 雷金山, 汪金卫. 高频液压振动锤沉桩的打入性状分析[J]. 铁道科学与工程学报, 2009, 6(1):41-47. Chen Fuquan, Lei Jinshan, Wang Jinwei. Penetration Behaviour Due to Vibratory Pile Driving Using the High Frequency Hydraulic Vibratory Hammer[J]. Journal of Railway Science and Engineering, 2009, 6(1):41-47.
[15] Rooz A F H, Hamidi A. A Numerical Model for Continuous Impact Pile Driving Using ALE Adaptive Mesh Method[J]. Soil Dynamic and Earthquake Engineering, 2019, 118:134-143.
[16] Itasca Consulting Group Inc. FLAC3D-Fast Lagrangian Analysis of Continua in Three-Dimensions, Ver. 6.0, User's Guide Manual[Z]. Minneapolis, 2019.
[17] Kuhlemeyer R L, Lysmer J. Finite Element Method Accuracy for Wave Propagation Problems[J]. Journal of the Soil Mechanics and Foundations Division, 1973, 99(5):421-427.
[18] 陈育民, 徐鼎平. FLAC/FLAC3D基础与工程实例[M]. 2版. 北京:中国水利水电出版社, 2013:225-234. Chen Yumin, Xu Dingping. FLAC/FLAC3D Foundation and Engineering Examples[M]. 2nd ed. Beijing:China Water and Power Press, 2013:225-234.
[19] Athanasopolous G A, Pelekis P C. Ground Vibrations from Sheetpile Driving Urban Environment:Measurements, Analysis and Effects on Buildings and Occupants[J]. Soil Dynamic and Earthquake Engineering, 2000, 19:371-387.
[20] 建筑工程容许振动标准:GB 50868-2013[S]. 北京:中国计划出版社, 2013. Standard for Allowable Vibration of Building Engineering:GB 50868-2013[S]. Beijing:China Planning Press, 2013.
[21] Thandavamoorthy T. Piling in Fine and Medium Sand:A Case Study of Ground and Pile Vibration[J]. Soil Dynamic and Earthquake Engineering, 2004, 24(4):295-304.
[22] Khoubani A, Ahmadi M M. Numerical Study of Ground Vibration Due to Impact Pile Driving[J]. Geotechnical Engineering, 2012, 167(1):28-29.
[23] Dassault Systemes Simulia. ABAQUS 2016 Analysis User's Manual, Ver.6.16[Z]. Providence, 2016.
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