级配碎石加5%水泥,graded broken stone with 5% cement
1)graded broken stone with 5% cement级配碎石加5%水泥
2)cement-stabilized gravel base course水泥稳定级配碎石基层
1.207,this article describes the composition of materials for thecement-stabilized gravel base course,the mix design,the construction technology,and the quality control.以内蒙古锡林浩特-桑根达来207线一级公路为例,对水泥稳定级配碎石基层材料的组成、配合比设计、施工工艺、质量控制等方面进行了阐述。
3)cement stable grade debris水泥稳定级配碎石
1.Constructing skill ofcement stable grade debris basement on high-grade road;高等级公路水泥稳定级配碎石基层施工技术
英文短句/例句
1.The Construction and Quality Control of Cement Stabilized Graded Broken Stone水泥稳定级配碎石的施工及质量控制
2.Simple Talking about Design and Application of Proportioning of Cement-Stabilized Graded Macadam浅谈水泥稳定级配碎石配合比设计与应用
3.Research on Reasonalbe Cement Slurry Consistency of Cement Stablized Graded Crushed Stone Permeable Base;水泥稳定级配碎石排水基层胶浆合理稠度研究
4.The Dynamic Performance of Subgrade Bed Structure Builded of the Cement Stabilized Graded Aggregate;水泥稳定级配碎石基床结构的动力特性分析
5.Study on Compaction Molding Method of Cement Stabilized Graded Broken Stone Mixture水泥稳定级配碎石混合料成型方式研究
6.Research on Application of Cement-Stabilized Graded Macadam in Pavement Base at Anshan Area水泥稳定级配碎石在鞍山地区路面基层的应用研究
7.Orthogonal Experimental Design about Optimum Gradation of Cement Stabilized Crushed Stone水泥稳定碎石最佳级配的正交试验设计
8.Reasonable Particle Size Distribution of Framework Dense Structure of Cement Stabilizing Crushed Rock水泥稳定碎石骨架密实结构的合理级配
9.Research on the influence of aggregate gradation in strength of cement stabilized crushed stone集料级配对水泥稳定碎石的强度影响作用研究
10.Mix proportion design of anti-crack cement stabilization macadam base论抗裂水泥稳定碎石基层的配合比设计
11.Studies on the Applied Technology of the Micro-expanding Cement to Stabilize the Broken stones in the Basic Layer of the Advanced Highway(Ⅱ)微膨胀水泥稳定碎石在高等级公路基层中的应用技术研究(Ⅱ)
12.APPLICATION OF MICRO-EXPANSION CEMENT STABILIZED BASE MATERIAL IN EXPRESSWAY BASES微膨胀水泥稳定碎石在高等级公路基层中的应用技术研究
13.Mix Design and Road Performance of Cement and Flyash Stabilized Crushed-stones Roadbases;水泥粉煤灰稳定碎石基层配合比设计和路用性能研究
14.Design and Construction of Cement Stabilized Gravel Mixture Ratio for National Highway 204 Dongtai Section Reconstruction Extension Project204国道东台段改扩建工程水泥稳定碎石配合比设计及施工
15.Mixture Ratio Design of Cement and Fly-ash Stabilized Aggregate Base and Construction Control Essentials水泥粉煤灰稳定碎石基层配合比设计及施工要点控制
16.Research on Anti-crack Performance of Cement-stabilized Macadam with Shrinkage Reducing Agent掺减缩剂水泥稳定碎石抗裂性能研究
17.Performance Research of Emulsified Bitumen Cement-Stabilized Crushed-Stone Pavement乳化沥青水泥稳定碎石路用性能研究
18.Research on Temperature Shrinkage Deformation Properties of Cement-Stabilized Macadam水泥稳定碎石温缩变形特性试验研究
相关短句/例句
cement-stabilized gravel base course水泥稳定级配碎石基层
1.207,this article describes the composition of materials for thecement-stabilized gravel base course,the mix design,the construction technology,and the quality control.以内蒙古锡林浩特-桑根达来207线一级公路为例,对水泥稳定级配碎石基层材料的组成、配合比设计、施工工艺、质量控制等方面进行了阐述。
3)cement stable grade debris水泥稳定级配碎石
1.Constructing skill ofcement stable grade debris basement on high-grade road;高等级公路水泥稳定级配碎石基层施工技术
4)cement FA bound hoggin水泥粉煤灰级配碎石
1.By X radial diffraction and EMS,the development progress of microstructure ofcement FA bound hoggin for roadbase was analyzed and the mechanism of its intensity was presented in this paper.通过X射线衍射和扫描电子显微镜 ,分析水泥粉煤灰级配碎石基层混合料微观结构形成过程 ,揭示其强度形成机理 。
2.By the experimental study ofcement FA bound hoggin for roadbase,the variational law of its physical and mechanical performance is analyzed in the paper so that its performance for highway is evaluated.通过对水泥粉煤灰级配碎石基层混合料的试验研究 ,分析其物理力学性能变化规律 ,对水泥粉煤灰级配碎石基层混合料的路用性能做出评价 。
5)cement and red mud stabilized crushed stone base course水泥赤泥稳定级配碎石基层
1.This project proposed two application measure technologies about the utilization of red mud on highway, there are named cement lime and red mud stabilized clay sub base,cement and red mud stabilized crushed stone base course.本文提出了赤泥在公路中的两项应用措施技术:水泥石灰赤泥稳定土底基层和水泥赤泥稳定级配碎石基层。
6)Low doses cement of graded macadam base低掺量水泥级配碎石基层
延伸阅读
配体场稳定化能分子式：CAS号：性质：在配位化合物中，中心原子（或离子）的d轨道能级在配体场作用下分裂后，d电子从分布的假如未分裂的d轨道到按照分裂能△和电子成对能P的相对大小分布在分裂后的d轨道，由此产生的总能量的下降值称配体场稳定化能（LFSE）。例如Co（NH3）63+的分裂能△0=23000 l/cm，电子成对能P=22000 1/cm，△0>p，故d电子倾向配对，占据低能级的t2g轨道，组态为（t2g）6（eg*）0。而分裂后轨道能量eg*升高0.6△0 (以分裂后轨道的加权平均值作为零)，t2g降低了0.4△0，故Co(NH3)63+LFSE=(-0.4△0×6)+2P=-2.4△0+2P。
