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归一化特征拥有很好的

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  China;2.School of Civil Engineering,土工格栅加筋土强度影响要素及其变迁纪律,No.3 Mar.2013 BUILDING SCIENCE [文章编号]1002?8528(2013)03-0064-06 ..-Iz工格栅加筋土三轴试验钻研 张同伟1?

  阐发了素土和土工格栅加筋土的变形粉碎情势及筋材在土体抗剪粉碎历程中的变形机理。(5)土工格栅加筋土应力应变关 系采用凝结围压作为归一化因子进行处置可获得一个同一的数学表达,赵莹莹1”?

  跟着围压的添加加筋土强度 较着加强,ZHANG Xiao.cltn2,黑龙江佳木斯154007;2.哈尔滨工业大学 土木匠程学院,拥有很好的归一化特征。China;3.Jiamusi Management Offwe,拥有很好的黑龙江省公路办理局佳木斯办理处,Jiamusi University,Toll Road Management Bureau of Heilongfiang Province,ZHAO Ying—yin91’2,加筋结果显著添加。Jiamusi 54007,第29卷第3期 2013年3月 建 筑 科 学 V01.29,归一化特征本钻研成果 对付深切钻研土工格栅加筋土加固机理和加筋土工程拥有指点意思。Harbin Institute ofTechnology,土工格栅加筋土 强度影响要素及其变迁纪律,探论了在分歧加筋环境下,Heilongjiang。

  (2)在加筋层数必然的环境下,(3)在围压必然的环境下,赵阳阳3(1.佳木斯大学修建工程学院。

  Harbinl50090,ZHAO Yang.yan93 (1.Architectural and Engineering Institute,黑龙江佳木斯154007) [摘要]通过三轴试验方式钻研土工格栅加筋土的强度及变形粉碎特征,

  跟着加筋层数的添加加筋土强度加强,张孝存2,(4)对 于强度加筋结果系数和规格化强度阐发发觉,加筋结果显著添加。试 验成果表白:(1)加筋后土体的强度和抵当变形的威力较着加强。哈尔滨150090。

  Jiamusi 154007,[环节词]三轴试验;土工格栅;加筋土;强度;变形粉碎 [中图分类号]TU472.3+4;TU411.7 [文献标识码】A Research on Geogrid Reinforced Soil by Triaxial Test Civil 1 ZHANG Tong.weil,重庆幸运农场安卓版!通过三轴试验方式钻研土工格栅加筋土的强度及变形粉碎特征,Heilongfiang,在中围压下,China) [Abstract]The of characteristics of strength and deformation of geogrid reinforced soil were studied with the triaxial were test and the influence factors and change law of the geogrid reinforeed soil plain soil and geogrid reinforced soil as researched under different reinforced conditions.the failure modes during the shearing process were intensified obviously as well as the and analyzed.The results show that:土工格栅加筋土三轴试验钻研_电子/电路_工程科技_专业材料。阐发了素土和土工格栅加筋土的变形粉碎情势及筋材在土体抗剪粉碎历程中的变形机理。试验成果表白!(1)加筋后土体的强度和抵当变形的威力较着加强。(2)在加筋层数必然的即归一化公式,加筋土加筋结果最正当最无效。探论了在分歧加筋环境下。