高等级公路高填土涵洞的设计，关键是基础设计。
For design of high earth filling culvert of high-type highway, the key is the design of its foundation.
洋山深水港区土程陆域系大面积高填土形成，工程周期短。
The landside area of the Yangshan deep water port is consisted of large-area high fill soil which is short period project.
本文综述了国内外在软土高填土路堤对桥台桩基作用方面的最新成果。
This dissertation summarizes the domestic and external newest achievements on the aspects of the research of high-filling embankment action for bridge pile foundation.
高填土路堤具有一系列的缺点，所以高速公路进行低路堤设计是一种必然的趋势。
The high earth filled embankment possesses a series of demerits, so the freeway low embankment design is an inexorable trend.
该分布系数的提出，为山区高填土路堤边坡的抗震稳定性分析设计，提供了可靠的依据。
The proposition of the horizontal distribution coefficient provide reliable basis for the analysis and design of high road dike in mountain area.
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.
针对已修高填土涵洞出现的问题，就高填土涵洞的影响因素，设计与施工中应注意的问题以及处理意见等提出浅要的见解。并呼吁同行从科研、设计、施工等方面做进一步探讨。
For some problem of high fill culvert, some advice on the influenced factors of high fill culvert, the problem in design and construction, some treatment are given for further discussion.
鉴于工程项目地基设计和施工的要求，在地基处理时，有些高凸地带需要挖平、低凹地带需要大量的填土和强夯加固处理。
In order to the foundation design and construction of the project, some high protruding area are dug up, while low concave area filled with soil are treated by dynamic compaction.
得出干于最优含水量填土的抗拉强度高，极限变形也大，加荷速率对饱和土的抗拉强度没有什么影响。
The conclusions are as follows: When the Water content of filling soil is lower than the optimal one, the tensile strength is greater and the limiting deformation is larger.
地震时人工岛内回填土只有一部分有效质量参与地震响应，通过模型试验，高径比小于1/3的人工岛回填土有效质量系数在0.2左右。
Through model tests, it has been found that the effective mass coefficient for the soil is around 0.2 for artificial islands with height-to-diameter ratio being smaller than 1/3.
地震时人工岛内回填土只有一部分有效质量参与地震响应，通过模型试验，高径比小于1/3的人工岛回填土有效质量系数在0.2左右。
Through model tests, it has been found that the effective mass coefficient for the soil is around 0.2 for artificial islands with height-to-diameter ratio being smaller than 1/3.
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