Numerical Simulation of Centrifugal Model for High and Steep Reinforced Slope

CHEN Ling-wei, LI Cong-an, LIU Wei, PENG Wei-ping, ZHANG Qing-hua

Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (12) : 92-97.

PDF(4583 KB)
PDF(4583 KB)
Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (12) : 92-97. DOI: 10.11988/ckyyb.20190937
ROCKSOIL ENGINEERING

Numerical Simulation of Centrifugal Model for High and Steep Reinforced Slope

  • CHEN Ling-wei1, LI Cong-an2, LIU Wei1, PENG Wei-ping1, ZHANG Qing-hua1
Author information +
History +

Abstract

Three groups of centrifugal model tests were carried out on a high and steep reinforced slope formed by cutting mountain and filling valley. Numerical models which simulate the loading process of centrifugal tests were established based on the centrifugal model tests. The deformation, stress-strain distribution of reinforcement and failure modes of reinforced slope were studied under different foundation strengths. The results of numerical simulation and centrifugal test were compared and analyzed for further research on the distribution of reinforcement. Results revealed that lateral extrusion of the lower slope was observed in the presence of increasing overlying load, which led to the yield of the bottom reinforcement beneath the upper part of slope when the strength of the lower filler was insufficient. Potential sliding surface was formed from the foot of the inner slope to H/3. The internal force of reinforcement changed abruptly at the platform, and the position of maximum axial force of reinforcement moved downwards with the increase of slope height. The stability of the slope can be improved by increasing the length of geosynthetics in the lower slope appropriately. The stress distribution of reinforcement can be optimized by densifying the geosynthetics in the H/3 range of reinforced slopes at all levels. The numerical analysis results provide a theoretical basis for optimizing the design of reinforced slopes.

Key words

reinforced slope / centrifugal model test / numerical analysis / PLAXIS / extented research

Cite this article

Download Citations
CHEN Ling-wei, LI Cong-an, LIU Wei, PENG Wei-ping, ZHANG Qing-hua. Numerical Simulation of Centrifugal Model for High and Steep Reinforced Slope[J]. Journal of Changjiang River Scientific Research Institute. 2020, 37(12): 92-97 https://doi.org/10.11988/ckyyb.20190937

References

[1] 包承纲.我国离心模拟试验技术的现状和展望[J].岩土工程学报, 1991,13(6): 92-97.
[2] 王会成.广西河池机场高填方施工技术[J]. 建筑施工, 2010, 3(11):1123-1125.
[3] 陈明非, 叶世泉, 鲁玉忠. 土工格栅加筋土高陡坡路堤应用实践.人民黄河, 2010,32(9):141-142.
[4] LI Bo, YU Wu-hua, GONG Bi-wei, et al. Centrifugal and Numerical Modeling of High and Steep Geosynthetic-reinforced Slopes[C]//Proceedings of the Geo-Congress 2013. San Diego, California. March 3-7, 2013, doi: 10.1061/9780784412787.050.
[5] 李广信, 介玉新.土工合成材料加筋土边坡的设计方法[C]//2013第四届全国土工合成材料加筋土学术研讨会论文集.武汉:中国土工合成材料工程协会加筋专业委员会,2013:61-84.
[6] 杨 庆, 冯晓静, 栾茂田, 等. 加筋陡坡临界高度的影响因素敏感性研究[J].岩土力学,2009,30(2):352-356.
[7] 张 琬,许 强,陈建峰,等. 加筋土边坡筋材拉力分布与分区[J]. 交通运输工程学报, 2017,17(6):28-35.
[8] ZORNBERG J G,ARRIAGA F. Strain Distribution within Geosynthetic Reinforced Slopes[J]. Journal of Geotechnical and Geoenvironmental Engineering,2003,129(1): 32-45.
[9] VISWANADHAM B VS,MAHAJAN R R. Centrifuge Model Tests on Geotextile-reinforced Slopes[J]. Geosynthetics International,2007,14(6):365-379.
[10]RAISINGHANI D V,VISWANADHAM B V S. Centrifuge Model Study on Low Permeable Slope Reinforced by Hybrid Geosynthetics[J]. Geotextiles and Geomembranes,2011,29(6):567-580.
[11]MEHDIPOUR I,GHAZAVI M,MOAYED R Z. Numerical Study on Stability Analysis of Geocell Reinforced Slopes by Considering the Bending Effect[J]. Geotextiles and Geomembranes,2013,37(1):23-34.
[12]介玉新, 李广信.有限元法在加筋土结构设计中应用的必要性和可行性[C]//2013第四届全国土工合成材料加筋土学术研讨会论文集.武汉:中国土工合成材料工程协会加筋专业委员会,2013:85-91.
[13]介玉新, 秦晓艳, 金鑫,等. 加筋高边坡的稳定分析[J]. 岩土工程学报, 2012,34(4):660-666.
[14]SHARMA J S,BOLTON M D. Centrifugal and Numerical Modelling of Reinforced Embankments on Soft Clay Installed with Wick Drains[J]. Geotextiles and Geomembranes, 2001, 19(1): 23-44.
[15]SPRINGMAN S M,BOLTON M D,SHARMA J,et al. Modelling and Instrumentation of a Geotextile in the Geotechnical Centrifuge[C]. Proceedings of the International Symposium on Earth Reinforcement Practice. Fukuoka, Kyushu, Japan. November 11-13, 1992:167-172.
[16]陈建峰,俞松波,叶铁锋,等.软土地基加筋石灰土路堤离心模型试验研究[J].岩石力学与工程学报,2008,27(2): 287-293.
[17]周跃峰,龚壁卫,周小文,等. 某加筋土边坡离心模型试验相似材料研究[J]. 长江科学院院报,2017,34(2): 52-62.
[18]向 科,罗 凤. 土工离心模型试验中的加筋材料[J]. 地下空间与工程学报,2007,3(5): 889-892.
[19]俞松波,沈明荣,陈建峰,等. 离心模型试验中土工格栅拉力测量[J]. 岩石力学与工程学报,2008,27(11): 2295-2301.
PDF(4583 KB)

Accesses

Citation

Detail

Sections
Recommended

/