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Mechanical performance of a double-face reinforced retaining wall in an area disturbed by mining

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【Author】 YU Guang-yun1,2, BAI Yong-sheng1, SHENG Ping1,2, GUO Rui-ping3 1School of Architecture and Civil Engineering, China University of Mining & Technology, Xuzhou, Jiangsu 221008, China 2State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Xuzhou, Jiangsu 221008, China 3Atomic Energy of Canada Limited, Chalk River, Ontario KOJ1JO, Canada

【摘要】 The application of a double-face reinforced retaining wall during road construction can reduce engineering costs, speed road paving and have a good influence on environment. An ABAQUS numerical model of a double-face reinforced retaining wall was built. The influence of surface subsidence induced by mining was considered. A physical model test was also performed in the laboratory on a reinforced retaining wall. The influence of subsidence induced by mining was observed. The numerical results match measurements in the laboratory very well. The vertical pressure on the base of the retaining wall, the horizontal displacement of the wall and the horizontal soil pressure acting on the wall were analyzed. The differential settlement of the reinforced belt and axial forces in the wall were also studied.

【Abstract】 The application of a double-face reinforced retaining wall during road construction can reduce engineering costs, speed road paving and have a good influence on environment. An ABAQUS numerical model of a double-face reinforced retaining wall was built. The influence of surface subsidence induced by mining was considered. A physical model test was also performed in the laboratory on a reinforced retaining wall. The influence of subsidence induced by mining was observed. The numerical results match measurements in the laboratory very well. The vertical pressure on the base of the retaining wall, the horizontal displacement of the wall and the horizontal soil pressure acting on the wall were analyzed. The differential settlement of the reinforced belt and axial forces in the wall were also studied.

【基金】 Projects 50874105 supported by the National Natural Science Foundation of China;20070290532 by the Specialized Research Fund for Doctoral Program of Higher Education
  • 【文献出处】 Mining Science and Technology ,矿业科学技术(英文版) , 编辑部邮箱 ,2009年01期
  • 【分类号】U417.11
  • 【被引频次】7
  • 【下载频次】93
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