1) high-filled embankment
高填方路堤
1.
Study on stability of high-filled embankment slope of highly weathered soft rock under rainfall infiltration;
降雨入渗下强风化软岩高填方路堤边坡稳定性研究
2.
Settlement after construction is one primary problem of high-filled 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。
2) high fill embankment
高填方路堤
1.
The shape and location of the slip curve surface,the ultimate bearing capacity under load were found out when the high fill embankment on slope foundation was under unstable condition.
结合山区高速公路建设的实践,采用足尺模型试验,得出荷载作用下斜坡地基上高填方路堤滑动破坏面出现的位置及形态,并测定了其相应的极限承载力。
2.
Through analysis, the main reasons of high fill embankment faults are unreasonable design and construction of subgrade.
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。
3) high embankment
高填方路堤
1.
Distinguishing from the ordinary roadbed, the high embankment has the characteristics of much settlement, long-time settling, high demand for carrying capacity of foundation and so on.
高填方路堤具有沉降大,沉降时间长,对地基承载力要求高等特点。
2.
According to the current highway construction procedure and his own experience in maintenance, the outhor explores the distress cause of high embankment of highway and its prevention.
根据现行公路建设施工程序和养护经验,就公路高填方路堤失稳病害成因和防治,进行探讨。
3.
Reinforcement application of geosynthetics in high embankment is researched in this paper relying on one of western communication construction technology projects motivated by ministry of communication: Research on the Geosynthetics Application Technology in Highway of Loessial Area.
本文依托交通部西部交通建设科技项目《土工合成材料在黄土地区公路工程中的应用技术研究》,开展了土工合成材料在高填方路堤中的加筋应用研究。
4) high fills embankment
高填方路堤
1.
An investigation of model test of deformation on high fills embankment soaked in water;
浸水高填方路堤变形性状模型实验研究
5) high embankment
高填路堤
1.
The High embankment dissimilarity opens widely way heavy carry dynamic response to model test research;
高填路堤不同拓宽方式重载动力响应模型试验研究
2.
Reliability analysis of slope stability for high embankment;
高填路堤稳定可靠性分析
3.
Causes of settlement in high embankment and treatment measures;
高填路堤下沉的原因及其处理措施
6) high-filled embankment
高填路堤
1.
The causes of uneven settlement of high-filled embankment in mountainous area and its prevention and cure;
山区高填路堤不均匀沉降原因分析及防治措施
2.
Research of influence on construction method of high-filled embankment to settlement of ground and consolidation full of clay;
论高填路堤填土施工方法对饱合粘土地基沉降与固结的影响
3.
In the prediction of foundation settlement for high-filled embankment,there are many affecting factors and most of them are high nonlinear,therefore,it is difficult to express with analytical formulas.
针对高填路堤地基沉降预测中影响因素众多且存在高度的非线性,难以用解析式表达等特点,提出采用基于L-M(Levenberg-Marquardt)的BP神经网络法对高填方地基沉降进行预测,并通过对工程实例的网络训练和网络检验,得出BP神经网络计算值与实测值十分接近的结论,可充分证明L-M法BP神经网络在高路堤地基沉降预测中具有很好的实用价值。
补充资料：填方
1.土木工程施工时填的土石方。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条