Collapse loads on reinforced foundation soils

机译：加固地基土的倒塌荷载

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Unpaved roads and reinforced fills are among common applications of geosynthetics in their reinforcement function. Calculations of limit loads on reinforced foundation soils are typically based on very approximate assumptions, often based on small-scale experiments. The kinematic approach of limit analysis is used here to indicate what a rational solution to the limit load might look like. Preliminary results for a foundation soil reinforced with one layer of reinforcement are presented.

机译：土工合成材料在未加铺砌的道路和加筋填土中通常具有补强功能。加筋地基上的极限载荷的计算通常基于非常近似的假设，通常基于小规模试验。极限分析的运动学方法用于指示极限载荷的合理解决方案。给出了用一层增强材料加固的基础土壤的初步结果。

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来源
《International Symposium on Earth Reinforcement Nov 14-16, 2001, Fukuoka/Kyushu/Japan》|2001年|p.577-580|共4页
会议地点 Fukuoka(JP)
作者
Radoslaw L. Michalowski; Xuemei Xin;
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作者单位

University of Michigan, Ann Arbor, USA;

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原文格式 PDF
正文语种 eng
中图分类 P6;
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机译：EPS Geofoam路面基础静态载荷下的Geocell加固土壤覆盖：大规模测试和数值模型
2. Experimental study on performance of geosynthetics reinforced soil model walls on rigid foundations subjected to static footing loading(star) Response to discussion by J. T. H. Wu, M. T. Adams, and J. E. Nicks [J] . Xiao C., Han J., Zhang Z. Geotextiles and Geomembranes . 2016,第6期

机译：静力荷载作用下刚性基础上土工加筋土模型墙性能的试验研究（星）回应J. T. H. Wu，M。T. Adams和J. E. Nicks的讨论
3. Experimental study on performance of geosynthetic-reinforced soil model walls on rigid foundations subjected to static footing loading [J] . Xiao Chengzhi, Han Jie, Zhang Zhen Geotextiles and Geomembranes . 2016,第1期

机译：静力作用下刚性基础上土工加筋土模型墙性能的试验研究
4. Collapse loads on reinforced foundation soils [C] . Xuemei Xin, Radoslaw L. Michalowski International symposium on earth reinforcement . 2001

机译：加固基础土壤上的折叠载荷
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Collapse loads on reinforced foundation soils

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