承载比,CBR英语短句,例句大全

承载比,CBR
1)CBR承载比
1.Study on influence factors of California Bearing Ratio (CBR) of expressway subgrade materials;高速公路路基填料承载比影响因素研究
2.The similarities and differences of California bearing ratio(CBR) test requirements in America,Britain,Japan and China are analyzed;The test technology and proceeding are emphasized.分析了美国、英国、日本和我国交通行业标准对承载比(CBR)试验要求的异同,强调了承载比试验的操作技术及注意事项,并对试验中的一些问题进行了有益的探讨。
3.Aiming to avoid the occurrence of violating the requirements of the Specifications in strength for sub-grade, and to lower the engineering cost, the effective ways to improve the CBR values are studied in the paper, by which the author means improving the compactness of the sub-grade and mixing lime into the sub-grade materials.针对施工中存在不符合规范要求的路基填料现状,为降低工程造价,从提高路基压实度和掺石灰处理两方面试验研究了提高土基承载比的有效途径。

英文短句/例句

1.Study on influence factors of California Bearing Ratio (CBR) of expressway subgrade materials高速公路路基填料承载比影响因素研究
2.Study on Mechanism and Influencing Factors for California Bearing Ratio Tests加州承载比试验作用机理和影响因素研究
3.Discuss the Soil Bearing Ratio the Influencing Factor and the Project Application浅谈细粒土承载比的影响因素和工程应用
4.The Relations between Test , Design and Construction of CBRCBR(加州承载比)试验与设计及施工的关系
5.Different means to improve the load capacity were compared through load capacity coefficient.本文还以承载力系数为依据,比较了提高箔片轴承承载力的方法。
6.Comparative Analysis and Research on Land Load Capacity in Guangxi and in Guangdong;两广土地承载力对比分析及对策研究
7.Comparison experiment on the loading capacity of the branch pile and the pile with constant section支盘桩与等截面桩承载性能对比试验
8.Effect of axial compression ratio to bearing capacity of piece with T-shaped section轴压比对T形截面构件承载力的影响
9.Comparative Study on Bearing Capacities of Socket and Non-socket Bored Piles大直径嵌岩桩与非嵌岩桩承载性状的比较研究
10.Analysis of Ecological Footprints and Ecologiacal Capacity of Ebinur Lake Region in Xinjiang;新疆艾比湖地区生态足迹与生态承载力研究
11.A Comparative Study on the Relative Carrying Capacity of Resources of Heilongjiang Province;黑龙江省相对资源承载力及其比较研究
12.The Function of a Language as a Carrier of Culture--Comparison of German and Chinese;从汉德语言对比论语言的文化承载功能
13.Experimental Study on Comparison of Static and Dynamic Loading Tests for Bearing Capacity of Single Cast-in-situ Piles in Caofeidian曹妃甸灌注桩单桩承载力的动静对比试验研究
14.Dynamic Study of Component Percentages of Per Capita Ecological Footprint and Biocapacity in China,1995-2015中国生态足迹和生物承载力构成比例变化分析
15.Bearing behavior of cast-in-place piles with similar slenderness ratios in deep soil layer深厚土层中长径比相近灌注桩承载性状
16.Application of Proportional Relief Valve in Hydraulic Loading System of Tension Bearing Test Equipment比例溢流阀在轴承试验液压加载系统中的应用
17.Comparison of Different Methods for Calculation of Pile End Bearing Capacity in Sand不同地区砂土中桩端承载力计算方法的比较
18.Calculation of shear capacity of new reinforcement scheme deep coupling beams新配筋方案小跨高比连梁受剪承载力计算

相关短句/例句

bearing ration承载比
3)CBR承载比(CBR)
4)CBR加州承载比
1.Based on the current natural division,commenced from the demand of design and construction,authors put forward the highway design parameter of Xinjiang: the modulus of resilience of roadbed E_0 and CBR based on the third rank division.在现行自然区划的基础上,从设计和施工的需要入手,提出了建立在新疆公路三级自然区划基础上的新疆公路设计参数:土基回弹模量E0和加州承载比CBR(California Bearing Ratio)。
5)load-bearing ratio荷载承担比
6)california bearing ratio加州承载比
1.To enhance the stability of soil filled in the roadbed of expressway,a high performance consolidating material(HPCM) was used to improve the stability of primary soil,and its performances such as CBR(California bearing ratio) value,compactness and expansion were investigated through a physical test,SEM(scanning electron microscopy) and XRD(X-ray diffraction) analyses.采用高性能固结材料(HPCM)对原状土进行改良,对改良土体的加州承载比(CBR)、压实度和吸水膨胀等性能进行了试验研究、SEM(扫描电镜)和XRD(X-射线衍射)分析。
2.To study the size effect of clay aggregate in Xuyi on water stability of improved filled material in a highway project in the north of Jiangsu Province,the California Bearing Ratio(CBR) tests were performed on eight types of samples stabilized by lime and CMSC firming agent which were added into clay with different grain sizes.为研究盱眙黏土团粒大小对改良填料水稳性的影响,结合苏北某高速公路工程实际,对不同团粒粒径的石灰土、新型固化土的8组试样进行了加州承载比试验。