岩土工程、土木及建筑工程 |
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桩承式加筋路堤荷载分担比计算方法 |
张军, 郑俊杰, 马强 |
华中科技大学 岩土与地下工程研究所,湖北 武汉 430074 |
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Calculation for pile efficacy of geosynthetic-reinforced and
pilesupported embankment |
ZHANG Jun, ZHENG Jun-jie, MA Qiang |
Institute of Geotechnical and Underground Engineering, Huazhong University of Science and Technology, Wuhan 430074, China |
[1] ABUSHARAR S W, ZHENG J J, CHEN B G. A simplified method for analysis of a piled embankment reinforced with geosynthetics [J]. Geotextiles and Geomembranes, 2009, 27(1): 39-52.
[2] ZHENG J J, CHEN B G, ABUSHARAR S W. The performance of an embankment on soft ground reinforced with geosynthetics and pile walls [J]. Geosynthetics International, 2009, 16(3): 171-181.
[3] ROBERT M K. Emerging and future developments of selected geosynthetic applications [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126(4): 293-306.
[4] HEWLETT W J, RANDOLPH M F. Analysis of piled embankments [J]. Ground Engineering, 1988, 21(3): 12-18.
[5] 饶为国,赵成刚.桩网复合地基应力比分析与计算[J].土木工程学报,2002,35(2): 74-80.
RAO Weiguo, ZHAO Chenggang. The behavior of pilesoil composite foundation. [J]. China Civil Engineering Journal, 2002, 35(2): 74-80.
[6] 郑俊杰,张军,马强.双向增强体复合地基桩土应力比三维分析[J].华中科技大学学报:自然科学版,2010,38(2): 83-86.
ZHENG Junjie, ZHANG Jun, MA Qiang. 3D analysis of pilesoil stress ratio of biaxial reinforcement composite foundation [J]. Journal of Huazhong University of Science and Technology: Natural Science Edition, 2010, 38(2): 83-86.
[7] British Standard Institute. British Standard 8006, Strengthened/ reinforced soils and other fills [S]. London: British Standard Institute, 1995.
[8] CHEN Y M, CAO W P, CHEN R P. An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments [J]. Geotextiles and Geomembranes, 2008, 26(2): 164-174.
[9] LOW B K, TANG S K, CHOA V. Arching in piled embankments [J]. Journal of Geotechnical Engineering, 1993, 120(11): 1917-1938. |
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