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1)  Superhigh fill
超高填方
2)  high embankment
高填方体
1.
Taking an airport s high embankment in the karst region of Guizhou as an example,the compressional creep test of sandy gravel as the filling material is studied.
以贵州某机场高填方边坡为工程背景,研究了碎石土填料压缩蠕变试验,研究表明,刚性侧限的压缩蠕变试验与大面积凹谷中的高填方体具有良好的相似性,两者可近似认为处于相同的应力状态,但试验得出的高填方体压缩沉降量较实测值小。
2.
By taking the embankment, with a height of 104 m, of Jiuzhai-Huanglong airport as an example, similar conditions of compressional creep tests simulating the high embankment using filling material of sandy gravel were investigated.
以九寨 黄龙机场104m高填方体为工程背景,研究了砂砾石填料压缩蠕变试验与高填方体的相似条件。
3)  high fill
高填方
1.
Strength test of high fill and compaction soil of airports;
机场高填方压实土的强度试验
2.
Quality assurance measures of high fill reinforced soil embankment;
高填方加筋土路堤的质量保证措施
3.
Selection on economical section type of the high fill roadbed in the mountainous area;
山区公路高填方路基经济实用的断面型式选择
4)  high embankment
高填方
1.
Centrifuge model test for high embankment deformation control using dynamic compaction technique;
强夯法控制高填方变形的离心模型试验
2.
Numerical simulation study on the law of earth pressures on the culvert beneath high embankment and the factors of effect on the earth pressures;
高填方涵洞土压力变化规律与影响因素的数值模拟研究
3.
Comprehension introduction about the earth pressure calculation theories for high embankment culverts in mountainous place;
山区公路高填方涵洞土压力计算理论研究综述
5)  high fills
高填方
1.
Review of long-term settling of high fills
高填方长期工后沉降研究的综述
2.
Presented in this paper are a method of reinforcement load reduction for highway culverts under high fills and a new concept of reinforcement load reduction bridge.
提出了高填方涵洞加筋减载方法及加筋桥减载概念,用模型试验证明了高填方涵管加筋减载的有效性、加筋减载的合理布筋方式、影响加筋减载效果的因素。
6)  highly filled road
高填方段
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。
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