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V形沟谷加筋土支挡结构强度特性分析
引用本文:雷胜友. V形沟谷加筋土支挡结构强度特性分析[J]. 重庆交通大学学报(自然科学版), 2001, 20(1): 65-68,73
作者姓名:雷胜友
作者单位:长安大学公路工程学院,
基金项目:陕西省自然科学基金,成都理工大学校科研和教改项目,西安公路交通大学校科研和教改项目,97C23,99007,,,,
摘    要:笔者研究的加筋土支挡结构物所用筋带为钢筋砼串联块 ,此结构修筑于V形冲沟中 ,作者采用C、 φ值同时提高的方法分析了此结构的强度特性 ,推导了加筋土在两种破坏模式下的墙顶部表面承载力 ,从而表明此种结构物具有广阔的应用前景 .

关 键 词:钢筋砼串联块  加筋土  强度特性  V形沟谷
文章编号:1001-716X(2001)01-0065-04
修稿时间:2000-06-19

Analysis on the strength property of reinforced earth reta ining structure(wall)in the V-shaped gully
LEI Sheng-you. Analysis on the strength property of reinforced earth reta ining structure(wall)in the V-shaped gully[J]. Journal of Chongqing Jiaotong University, 2001, 20(1): 65-68,73
Authors:LEI Sheng-you
Abstract:The reinforcement is R.C. Series connection slab i n c onstructing reinforced earth retaining structure which is situated in the V-sha ped gully.The author analyzed the strength property of this structure in the met hod of simultaneously increasing the value of C and φ,and gained the fo rmula of the bearing capacity of the surface of backfill behind wall under two d ifferent kinds of destruction conditions.It has been proved that this structure be good through engineering practice,and its use should be widened.
Keywords:R.C.series connection slab  reinforced earth  strength p roperty  V-shaped gully
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