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1)  High rockfill embankment
高填石路堤
1.
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.
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。
2.
Currently, the compaction characteristic and compaction mechanism research of rockfill need to be studied thorough; the high rockfill embankment was fill high, the deadweight was heaviness, the settlement mechanism was complex, the settlement was great, the settlement forecast of high rockfill embankment need to be discussed farther; m.
目前,填石料的振动压实特性和压实机理的研究尚需深入探讨;高填石路堤填方高、自重大,沉降机理复杂,沉降量大,高填石路堤的沉降预测也需进一步的探讨;此外,在工后运营过程中,长期车辆冲击荷载作用,对高填石路堤动力响应的分析也提出了相应的要求。
2)  high rock-filled embankment
高填石路堤
1.
Study on variable-weight combined forecasting method of the settlement in high rock-filled embankment;
高填石路堤沉降变权重组合预测方法研究
2.
Study on the Creep Model & Its Parameter s Back Analysis by Finite Element Method of Creep Deformation and Their Application for High Rock-filled Embankment;
高填石路堤蠕变模型与参数反演分析及其应用研究
3.
To solve the problem of the settlement of high rock-filled embankments during and after construction for the roads in Southwest China, the settlement of subgrade was calculated by considering the nonlinear character of the subgrade under high stone fill (high stress level) and its actual stress path, based on the actual situations of engineering and methods known to the engineering circle.
针对西南地区公路建设中高填石路堤的施工期沉降和工后沉降问题,以工程实际和工程界熟悉的方法为前提,考虑了高填石(高应力水平)下地基的非线性性质和实际的应力路径计算路基沉降;考虑目前碾压技术的进步而采用弹性模型计算填石路堤的变形。
3)  filling-stone embankment
填石高路堤
1.
The planning of changing Longmentang bridge between Chongqing Qijiang and Wansheng arterial highway into filling-stone embankment can resolve the problem of wasted soil,reduce engineering cost and benefit environment protection.
通过重庆綦江—万盛一级公路龙门塘大桥改为填石高路堤方案,解决了该路段的弃方问题,降低了工程造价,有利于环境保护。
4)  high slope rock-fill embankment
高边坡填石路堤
1.
The determination of stability safety factor of high slope rock-fill embankment using Bishop method;
毕肖普法确定高边坡填石路堤稳定安全系数
5)  rock-fill embankment
填石路堤
1.
Construction technology and quality control method of rock-fill embankment;
浅谈填石路堤施工工艺和质量控制方法
2.
Non-linear constitutive model for rock-fill embankment;
填石路堤中的非线性本构模型
3.
From the aspect of rock-fill embankment s engineering properties on construction,detection and large particle size fillers,review and conclude the domestic and foreign rock-fill embankment construction technology,and view the development trend of rock-fill embankment construction technology.
填石路堤是我国山区高等级公路修筑常见的一种路堤型式。
6)  rock-filled embankment
填石路堤
1.
Application of neural network in settlement calculation of rock-filled embankment;
神经网络在填石路堤沉降计算中的应用
2.
Experiment Study on Rock-filled Embankment & Model Parameter s Back Analysis on Rock-filled Object;
填石路堤试验研究及填石体本构模型参数进化反演分析
3.
The rock-filled embankment took one kind of ideal embankment form to obtain the widespread application.
在这些地方修建公路,填石路堤成为不可避免的路堤结构形式。
补充资料:大理石石渣罩面水磨石,镶嵌大理石片的水磨石
CAS:68038-71-1
中文名称:苏云金芽孢杆菌制剂;苏云金杆菌;大理石石渣罩面水磨石,镶嵌大理石片的水磨石;7216杀虫菌;BT生物农药
英文名称:bacillus thuringiensis;agritol;bacillus thuringensis;bacillus thuringiensis berliner;bactospein;bactur;bakthane;berliner;biotrol;bitoksybacillin;btb 202;dipel
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