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Numerical Analysis on the Behavior of a Slope with Upward Drainable Soil Nails during Rainfall

机译：降雨期间坡度坡度坡度行为的数值分析

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Young-Nam Kim; Choul-Kyu Lee; Kang-Il Lee;
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1. Numerical Analysis on Stabilizing Mechanism of Soil Nails in Steep Fill Slopes Subjected to Rainfall Infiltration Using a Hypoplastic Model [J] . Deng Gang, Xu Tao, Chen Rui, Arabian Journal for Science and Engineering . 2018,第10期

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2. Numerical experiments of soil nails in loose fill slopes subjected to rainfall infiltration effects [J] . C.Y. Cheuk, C.W.W. Ng, H.W. Sun Computers and Geotechnics . 2005,第4期

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3. Numerical Analysis of Soil Slope Stabilization by Soil Nailing Technique [J] . D. A. Mangnejo, S. J. Oad, S. A. Kalhoro, Engineering Technology and Applied Science Research . 2019,第4期

机译：土钉技术加固土坡的数值分析。
4. NUMERICAL ANALYSIS OF DEFORMATION AND FAILURE OF SOIL-NAILED SLOPE [C] . ZHENGZHAO LIANG, CHUNAN TANG, SHUHONG WANG, New Development in Rock Mechanics Rock Engineering . 2002

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5. Numerical and analytical solutions for consolidation analysis of soils without and with vertical drains. [D] . Zhu, Guofu. 1999

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6. Analysis of Rainfall Infiltration Law in Unsaturated Soil Slope [O] . Gui-rong Zhang, Ya-jun Qian, Zhang-chun Wang, -1

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7. Numerical Analysis of Soil Slope Stabilization by Soil Nailing Technique [O] . D. A. Mangnejo, S. J. Oad, S. A. Kalhoro, 2019

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8. Cleanup Verification Package for the 118-H-6:2, 105-H Reactor Ancillary Support Areas, Below-Grade Structures, and Underlying Soils; the 118-H-6:3, 105-H Reactor Fuel Storage Basin and Underlying Soils; The 118-H-6:3 Fuel Storage Basin Deep Zone Side Slope Soils; the 100-H-9, 100-H-10, and 100-H-13 French Drains; the 100-H-11 and 100-H-12 Expansion Box French Drains; and the 100-H-14 and 100-H-31 Surface Contamination Zones [R] . 2006

机译：118-H-6：2,105-H反应堆辅助支撑区域，低于等级结构和下层土壤的清理验证包; 118-H-6：3,105-H反应堆燃料储存盆和下层土壤; 118-H-6：3燃料储存盆地深区边坡土壤; 100-H-9,100-H-10和100-H-13法国排水沟; 100-H-11和100-H-12扩展盒法国排水管;和100-H-14和100-H-31表面污染区

Numerical Analysis on the Behavior of a Slope with Upward Drainable Soil Nails during Rainfall

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