高路堤侧向滑动、桥台破坏已成为高速公路主要工程病害。
Lateral slide of freeway roadbed and the damage of bridge abutment have been the major engineer hazard of speedway.
黄土高路堤自身压缩量占路堤总沉降量10%左右，是不容忽视的。
Loess high embankment oneself person who compress account for embankment always about 10% of subsiding etc. , ignore.
通过离心机的模拟试验，验证了数值计算对高路堤的计算结果的可靠性；
Through the centrifuge test, the paper validates the reliability of numerical calculating on high-stack soil; 4.
由此而引发的高路堤沉降变形问题始终备受学术界及工程技术人员的重视。
The issue on settlement -deformation of high loess-filled embankment aroused from above status has been paid more attention to by academic community and engineering technicians.
最后结合室内试验成果给出了计算黄土高路堤工后蠕变沉降的实用计算方法。
At last, combining the experiment indoors, an applied method of calculating creep settlement after construction for high-stacked embankment has been put forward.
通过实例计算表明，该法预测精度高，在高路堤沉降监测中具有较大的实用价值。
The prediction accuracy of this method is verified through the calculation of engineering practice and this method has great practical value in the settlement monitoring of high embankment.
路面的工后沉降问题是高填方路堤工程的主要问题之一。
Settlement after construction is one primary problem of high-filled embankment.
根据高填路堤的特点及其变形破坏的表现形式，深入分析了高填路堤变形破坏的主要原因，并提出了高填路堤变形破坏的处理对策。
Based on the characteristics and the deformation destroying of high embankment, the main reasons for the deformation destroying are analyzed and the method to resolve the problem is suggested.
通过分析指出路基设计不合理以及施工工艺不当是造成高填方路堤常见病害的主要原因。
Through analysis, the main reasons of high fill embankment faults are unreasonable design and construction of subgrade.
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.
对高填方路堤地基的沉降计算，若不考虑施工过程，其计算结果与现场实测结果就存在很大的差别。
High fill embankment foundation settlement calculations, without considering the construction process, the calculated results with field test results there is a big difference.
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.
在山区修建高等级公路，不可避免会遇到大量的高填路堤，高填路堤已成为路基的主要结构型式之一。
To construct high grade road in the mountainous area will meet the high filled embankment inevitably, the high filled embankment has become one main structure form of the roadbed.
高填路堤的变形破坏是公路工程质量通病之一。
The deformation and destroying of high embankment is the common problem of high way.
通过对高填方路堤常见病害机理的分析，进行综合论述，总结一些可行的治理措施。
The paper analyzes and expounds in comprehensive way the mechanism of common diseases of high fill embankment, and sums up some feasible tacking measures.
通过对北张沟加筋高填方路堤进行稳定性评价，表明该方法能更全面考虑填方加筋路堤边坡稳定性的影响因素，评价结果合理。
The result is reasonable, and it also shows that the effecting factors of the stability of high-reinforced embankment can be described more prehensively by the method.
引起高填路堤破坏的原因是多方面的。
There are many reasons that arouse the wreck of the high filled embankment.
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.
由于填石料与地基土的受力性能不同，沉降规律也大不相同，因此提出先分别考虑路基和填石料的变形，然后再叠加的方法来研究高填石路堤沉降规律。
Rockfill stuff and subgrade soil should be studied on settlement rule for high rockfill embankment respectively, for the differences of the pressurized state and settlement rule.
长期以来我国高速公路的路堤高度一直居高不下，但高填路堤具有一系列不可克服的缺点。
The expressway embankment has always being designed in a high height in our country for a long time, but the high filled embankment has a series of disadvantages which can't be conquered.
某高速公路采用了真空预压法加固高填方路堤的超软弱土地基。
The vacuum preloading method is used to consolidate the supersoft ground of an expressway.
路面的工后沉降问题是高填方路堤工程的主要问题之一。
Settlement after construction is one primary problem of high-filled embankment. In this paper a method of prediction for settlement after construction was developed.
路面的工后沉降问题是高填方路堤工程的主要问题之一。
Settlement after construction is one primary problem of high-filled embankment. In this paper a method of prediction for settlement after construction was developed.
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