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1)  High loess embankment slope
黄土填方高边坡
2)  backfilled slope
高填土边坡
3)  Backfilling high slope
填土高边坡
4)  High fill slope
高填方边坡
1.
Some cracks in buttress and deformation of wall were found during construction of high fill slope in Chongqing.
为此,及时成立了应急抢险指挥部,经过调查分析,查明原因,采取了卸载、施加预应力锚索和框架梁、柱的联合支护措施,终于使边坡变形趋于稳定,保证了高填方边坡工程的安全。
2.
The results show that: With the increase of slope height and the reduction of slope gradient, the influence of vehicle load on slope stability become more and more small, and gradually stabilized; vehicle load on the top of slope has less influence on the stability of high fill slope than vehicle load on on the step of slope.
本文就针对多层荷载作用下高填方边坡的稳定性进行了研究。
5)  loess high slope
黄土高边坡
1.
The 98km long main channel of Baojixia division project goes through Baoji city,Guozhen,Caijiapo etc industrial center and densely populated areas in Shaanxi Province along the edge of the slope, and border upon the Longhai Railway、XiBao middle road、XiBao highway, the stability of the loess high slope is extremely important.
宝鸡峡引水工程总干渠98km塬边渠道沿途经过陕西省宝鸡市、虢镇、蔡家坡等工业重镇及人口密集地区,并与陇海铁路、西宝中线、西宝高速等交通干线相邻,其塬边黄土高边坡的稳定性显得极其重要。
2.
According to the basic characteristic of some loess high slope,the texts deep into analyzed the breakage\'s influence factor and the model of the loess high slope,and make use of the engineering geology analysis method and number analysis method to evaluate the stability proceeds,finally get the conclusion that the slope be placed in unsteady settle.
根据某基地黄土高边坡基本特征,深入分析了该边坡变形破坏的影响因素和模式,并利用工程地质分析法和数值分析法对其稳定性进行了评价,最后得出该边坡处于不稳定状态的结论。
6)  high loess slope
黄土高边坡
1.
Study on prediction model to estimate stability of high loess slope considering water content;
考虑含水量的黄土高边坡稳定性预测模型研究
2.
Optional design of high loess slope in highway based on reliability method;
基于可靠度理论的黄土高边坡优化设计
3.
Based on the characteristics of cutting high loess slopes and the assumption of arc-model slip surface in lower part,straight in the middle,and uprightness in the upper,a general expression of safety factor for step-shaped cutting high loess slope is deduced by the traditional concept of safety.
根据阶梯状黄土路堑高边坡的特点,假定其滑移面下段为圆弧型,中上段为直线型,上段为垂直型的复合面,利用传统稳定系数的概念,导出阶梯状黄土高边坡稳定性分析表达式。
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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