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土工格栅在加固高速公路路堤中的应用研究
引用本文:李志清,胡瑞林,付伟,谭广荣,周应新,岳锐强.土工格栅在加固高速公路路堤中的应用研究[J].岩土力学,2008,29(3):795-799.
作者姓名:李志清  胡瑞林  付伟  谭广荣  周应新  岳锐强
作者单位:1.中科院地质与地球物理研究所 工程地质力学重点实验室,北京 100029; 2.中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉 430071;3.云南蒙新高速公路建设指挥部,云南 蒙自 661100
基金项目:中国科学院知识创新工程项目 , 国家重点基础研究发展计划(973计划)
摘    要:土工格栅应用到高速公路路基中,对土性参数c,? 值有不同程度的改善作用,在一定程度上解决了特殊土的施工问题。土工格栅蠕变试验表明,在相同荷载作用下,强度大的格栅应变较小;并且荷载变化及温度大小对格栅流变性有显著影响。有限元分析是研究加筋作用效果的一种有效方法,它可定性比较多种加筋方案的优劣。利用PLAXIS有限元模拟不同工况下的沉降量,表明土工格栅在限制水平方向位移比限制垂直方向位移更有效。现场荷载试验表明,土工格栅加筋能使路基承载力成倍提高,改善土体应力环境,有效地均衡差异沉降和减少总沉降量。土工格栅对路堤加固有显著作用,值得在实际工程中广泛应用。

关 键 词:膨胀土  土工格栅  路堤  PLAXIS有限元  
文章编号:1000-7598-(2008)03-0795-05
收稿时间:2006-05-19
修稿时间:2006年5月19日

Study on using geogrids to reinforce embankment of expressway
LI Zhi-qing,HU Rui-lin,FU Wei,TAN Guang-rong,ZHOU Ying-xin,YUE Rui-qiang.Study on using geogrids to reinforce embankment of expressway[J].Rock and Soil Mechanics,2008,29(3):795-799.
Authors:LI Zhi-qing  HU Rui-lin  FU Wei  TAN Guang-rong  ZHOU Ying-xin  YUE Rui-qiang
Institution:1.Key Laboratory of Engineering Geomechanics, Institute of Geology and Geophysics, CAS, Beijing 100029,China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 3.Yunnan Province Mengxin Expressway Construction Headquarters, Mengzi 661100, China
Abstract:Geogrids are used in the embankment of expressway to solve the construction problem of special soil in a certain extent for it can improve the indexes of soil, e.g. c and ?. Based on creep experiments for geogrids, it is shown that the bigger intensity geogrids have smaller strain under the same load action; and load and temperature have remarkable impact on the rheology of geogrids. Finite element method is effective to study the effect of geogrids on reinforcing soil; and the advantages and disadvantages of multifarious schemes can be compared conveniently. FEM(PLAXIS) is used to simulate the settlements under several different working states. The results indicate that the geogrids to control horizontal displacements is better than to control vertical displacement. The field load tests show that geogrids can boost bearing capacity of the road embankment severalfold , improve stress condition of soil, reduce differential settlements and total settlements effectively. Geogrids are good for reinforcing the road embankment observably and will be used in the practical engineering widely.
Keywords:expansive soil  geogrids  road embankment  FEM(PLAXIS)  
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