箱基埋置深度浅、下卧土层刚度较大时，箱基周围回填土属性对结构反应影响不大；
Stiffness variation of backfilled soil played a small role on superstructure response when the substratum was relative stiff and the box foundation embedment was shallow.
高填土挡土墙是土木工程中的不可回避的一类工程，它的设计理论和方法都是工程界研究的热点，其中加筋土挡土墙是近些年来应用的一种新型的挡土结构。
Retaining wall of high hill is a kind of project of civil engineering. Its design theory and method is a focus in engineering. In specially, reinforced soil is a new type of retaining structure.
第五、通过单向压缩试验和三轴cu试验，得出了吹填土微结构特征参数随荷载变化的规律。
Fifthly, the discipline of micro-structure characteristic parameters change by the load has been received through compression test and triaxial CU test.
五层粘土。场地普遍有一层结构松散、成份较混杂的杂填土。
In general, there is one layer of mixed fill with loose construction and complicated composition in the ground.
锚定板挡土结构是一种用于填土的轻型挡土建筑物。它由挡土墙面，钢拉杆和埋置于填土中的锚定板组成。
The anchor slab structure is a type of retaining wall which consists of prefabricated face panels, tie-bars and anchor slabs embedded in earth fill.
随后对填土性质参数进行了敏感性分析，并运用该法对挡土墙结构进行了深层抗滑稳定安全验算，可为重力式挡土墙结构安全设计提供可靠依据和技术支撑。
Then the effect of different soil parameter on the stability of gravity retaining wall is analyzed in this paper. Finally an example of the deep sliding stability of integral construction is given.
随后对填土性质参数进行了敏感性分析，并运用该法对挡土墙结构进行了深层抗滑稳定安全验算，可为重力式挡土墙结构安全设计提供可靠依据和技术支撑。
Then the effect of different soil parameter on the stability of gravity retaining wall is analyzed in this paper. Finally an example of the deep sliding stability of integral construction is given.
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