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1)  saturated soft soil
饱和软土
1.
Research on saturated soft soil compound force drainage reinforced principles;
饱和软土复合力排水固结机理研究
2.
The study on construction method of pipe-roofing tunel in saturated soft soil;
饱和软土地层中管幕法隧道施工方案研究
2)  saturated soft clay
饱和软土
1.
Experimental study on dynamic characteristics of saturated soft clay under impact loading;
冲击荷载下饱和软土动态响应特征的试验研究
2.
In the framework of porous media model developed from mixtures theories,Solid skeleton of soft clay was viewed as elasto-viscoplastic material,and an elasto-viscoplastic model of saturated soft clay was established.
采用基于混合物理论的多孔介质模型,将饱和软土的固体相视为弹粘塑性体,建立了饱和软土的弹粘塑性模型。
3)  saturation soft soil
饱和软土
1.
With the liquid nitrogen refrigeration sample-made technique,the scan electronic microscope technique(SEM) and the image processing,analysis and computer vision technique,46 group sample s microstructure parameters of saturation soft soil which withdraw from Guangdong Scientific Centre have been extracted.
利用液氮冷冻制样、扫描电镜和计算机图像处理技术,采用多元逐步线性回归的方法,对广东科学中心46组饱和软土试样的颗粒分布分维值、孔隙分布分维值、孔隙度、孔隙总面积、孔隙总个数、平均孔隙周长、孔隙平均直径及孔洞的复杂度等微结构参数与压缩系数、压缩模量、内聚力和内摩擦角等宏观工程性质参数的关联性进行了分析,初步探讨了饱和软土微结构参数对工程性质的影响,为饱和软土微观结构力学理论的进一步发展提供了思路和方法。
2.
Based on the sample-made technology of the liquid nitrogen, 46 group samples of saturation soft soil have prepared.
通过利用液氮制样技术制备饱和软土试样,借助扫描电子显微镜技术,本文对广东科学中心强夯试验区进行了软土微结构特性定量分析。
4)  saturated soft soils
饱和软土
1.
Research on strengthened saturated soft soils by dewatering and its engineering practice;
降水预压改良坑底饱和软土的理论分析与工程实践
5)  saturated soft clay
饱和软黏土
1.
Treatment of saturated soft clay foundation of the dam by using the vacuum preloading method;
真空预压法处理堤坝饱和软黏土地基
2.
A study on the fractals of saturated soft clay surrounding subway tunnels under dyanmic loads;
地铁振动荷载作用下隧道周围饱和软黏土分形研究
3.
Elastoplastic solution of cylindrical expansion considering disturbed saturated soft clay;
考虑扰动的饱和软黏土圆柱孔扩张弹塑性解
6)  saturated soft soil
饱和软粘土
1.
For saturated soft soil foundation, pore water pressure is not easy to dissipate, dynamic consolidation results in soil lateral extruding and upward upheave and reduce compaction effect, so secondary measures such as dynamic replacement and arrangement of vertical drainage paths will be applied.
饱和软粘土地基孔压不易消散,夯击容易引起土体侧向挤出和向上隆起,降低夯实效果,为此必须采用辅助措施,强夯置换和设置竖向排水通道,本文总结了若干工程经验,阐述了强夯有效影响深度,最佳夯击能,强夯地基的强度和变形问题。
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
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