The geogrid reinforced soil retaining wall is composed of panel, geogrid and soil.
格栅加筋土挡墙由面板、格栅和土体组成。
It was indicated that the greater the loading frequency was, the less the beneficial effect of geogrid reinforcement was.
结果表明，随着荷载频率的增大，加筋效果呈减小趋势。
To use the geogrid in the retaining wall can prevent slope from falling down and be convenient for building, lower the construction cost.
在堤坝中做加筋材料，可以改善堤坝受力结构。避免坝体断裂。降低工程造价。
To use the geogrid in the retaining wall can prevent slope from falling down and be convenient for building, lower the construction cost .
用途1。在挡土墙上使用，可防止滑坡并且施工方便，降低了制造成本。
On the large-scale triaxial test equipment, 3D shear test of polymer geogrid reinforced crushed gravel soil and non-reinforced soil were carried out.
在大型三轴仪上进行了素碎石土和加筋碎石土的三轴排水剪切试验，探讨了加筋碎石土的强度及变形特性；
The upper and lower geogrid-soil interfaces are not symmetrical such that the disturbed area of lower interface is higher than that of upper interface.
拉拔过程中筋土上下界面并不对称，下界面扰动范围比上界面大；
The design for an asphalt pavement with geogrid reinforcement is proposed for the design method for specifications for design of highway asphalt pavement.
以此为依据并结合我国沥青路面设计规范中沥青路面设计流程，提出了玻璃纤维格栅加强沥青面层设计方法。
Besides, the depth of topmost geogrid to the width of strip footing is also greatly correlative to the safety factor, and the best ratio changes with the layers of geogrids.
此外，顶层筋材埋深与条基荷载宽度比值大小与边坡的安全性密切相关，其最佳比值随加筋层数不同而改变。
Numerical analyses of plane strain compression tests for the geogrid-reinforced sand specimens were conducted by the nonlinear elastoplastic FEM considering strain localization.
利用可考虑局部破坏的非线性弹塑性有限元，对无加筋和加筋砂土的平面应变压缩试验结果进行了从小变形到破坏的全过程数值解析。
From the analysis of the engineering peculiarity of the salty soil, the working principle of the method of the complex foundation of dry jet mixing pile combined with geogrid is studied.
从分析盐渍土的工程特性入手，探讨桩-网复合基础处理盐渍土地基方法及其作用机理。
According to the test results, calculation model is defined, and theoretical calculation formula is put forward on uplift bearing capacity of geogrid reinforced sand land of spread foundation.
根据试验结果，确定了加筋风砂土地基扩展基础承受上拔荷载的计算模式和理论计算公式。
The geogrid reinforcement cushion is used underneath the footing. However, due to lack of experience of local soil, 21 field loading tests were carried out to verify the effect of geogrid cushion.
由于当地首次采用加筋垫层，为了检验其效果，进行了多达21组载荷试验，并进行了沉降观测。
Based on the result of full-scale test on the reflection crack, this article evaluates the effectiveness of controlling this crack with the fiber reinforced asphalt mixture and glass fiber geogrid.
通过反射裂缝足尺试验来评价纤维增强沥青混合料和玻璃纤维土工格栅对抑制反射裂缝的效果，对抑制机理作了分析。
Under the condition of low compactness of sand as well as low normal stress, the thickness of geogrid-soil interface decreases with increase of normal stress, exhibiting negative linear relationship.
在砂土密实度及法向应力较低情况下，筋土界面厚度随法向应力的增大而减小，两者呈一负相关的线性关系。
Under the condition of low compactness of sand as well as low normal stress, the thickness of geogrid-soil interface decreases with increase of normal stress, exhibiting negative linear relationship.
在砂土密实度及法向应力较低情况下，筋土界面厚度随法向应力的增大而减小，两者呈一负相关的线性关系。
应用推荐