1) red beds soil-rock fillings
红层软岩土石混合料
1.
Long-term creep behaviour simulating test and research for red beds soil-rock fillings;
红层软岩土石混合料的长期蠕变性能模拟试验研究
2) red layered weak rock fillings
红层软岩土石混合填料体
3) red layered weak rock filling
红层软岩填料
4) earth-rock mixture
土石混合料
1.
Experiment on engineering mechanics property of earth-rock mixtures in road;
土石混合料路用工程力学性质试验
2.
The study on the earth-rock mixture maximum dry density experiment;
土石混合料最大干密度试验研究
3.
According to the quality distribution function of the granule with the change of the mesh diameter,the total amount of the coarse granule of earth-rock mixture was obtained,and the equivalent radius of the coarse granule of earth-rock mixture was determined.
根据颗粒随筛孔直径的质量分布函数,求出土石混合料粗颗粒部分颗粒总数,进而确定出土石混合料粗颗粒部分等效半径。
5) soil-rock mixture
土石混合料
1.
Starting with compaction mechanism of the soil-rock mixture subgrade,this article makes a deep analysis of the various factors which have influence on the test results by detecting the compactness of soil-rock mixture subgrade for different rock content.
从土石混合料的压实机理出发,深入分析不同含石量的土石混填路基压实度检测试验中对检测结果产生影响的各种因素,并通过数值分析方法对室内击实试验数据进行拟合,求解理论最大干密度和最佳含水量,采用不同含石量的等效最大干密度法对采用灌水法检测得到的土石混填路基现场干密度值进行修正,消除数据的离散性。
2.
The engineering properties of soil-rock mixture behave with good compacting effect, strong perviousness, large packing density, high shear strength, small settlement deformation, high bearing power etc.
土石混合料具有压实性能好、透水性强、填筑密度大、抗剪强度高、沉降变形小、承载力高等工程特性,因此在路基工程建设中得到了广泛应用。
3.
The paper combines the question of the embankment grinded with soil-rock mixture in construction, summarizes and discusses the data and experience in test and in construction with the mixture.
本文结合现阶段公路建设中经常遇到的土石混合料路基的压实问题,对已有的土石混合料的试验、施工资料和经验进行了总结、探讨。
6) rock-soil aggregate mixture
土石混合料
1.
Experimental study on intensity character of rock-soil aggregate mixture;
土石混合料强度特性的试验研究
2.
Experimental study on fractal character of shear surface of rock-soil aggregate mixture;
土石混合料剪切面分形特征试验研究
3.
Study on engineering synthetical classification of rock-soil aggregate mixture;
土石混合料的工程综合分类法研究
补充资料：白土,纯白生石膏,白色软粘土,制管土
CAS：10101-41-4
分子式：O4S·Ca·2H2O
分子质量：172.16
中文名称：二水硫酸钙；二水合硫酸钙；石膏；硫酸钙晶须；硫酸钙,二水；雪花石膏；石膏粉；纤维石(方解石,霰石或石膏的变种)；亚硒酸盐,透石膏；白土,纯白生石膏,白色软粘土,制管土
英文名称：Calcium sulfate dihydrate；Sulfuric acid calcium salt , dihydrate；calcium(ii) sulfate, dihydrate (1:1:2)；alabaster；annaline；ci 77231；ci pigment white 25；compactrol；gypse；gypsum stone；land plaster；light spar
分子式：O4S·Ca·2H2O
分子质量：172.16
中文名称：二水硫酸钙；二水合硫酸钙；石膏；硫酸钙晶须；硫酸钙,二水；雪花石膏；石膏粉；纤维石(方解石,霰石或石膏的变种)；亚硒酸盐,透石膏；白土,纯白生石膏,白色软粘土,制管土
英文名称：Calcium sulfate dihydrate；Sulfuric acid calcium salt , dihydrate；calcium(ii) sulfate, dihydrate (1:1:2)；alabaster；annaline；ci 77231；ci pigment white 25；compactrol；gypse；gypsum stone；land plaster；light spar
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条