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1)  saturated sandy soil liquefaction
饱和粉土液化
2)  liquefaction of saturated soil
饱和土液化
3)  saturated silt soil
饱和粉土
1.
The influence of dewatering on the slope stability of saturated silt soil slope;
降水对饱和粉土边坡稳定性影响研究
2.
In order to eliminate the unfavorable effect of excess water pore pressure induced during dynamic consolidation, a consolidating method with heavily rammed stone columns on saturated silt soil and silt clay is put forward.
为了解决强夯时产生的超孔隙水压力问题 ,提出了加固饱和粉土、粉质粘土地基的强夯碎石桩法。
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4)  saturated silty soil
饱和粉土
1.
Three shaking table model tests were conducted with a geometrical scale of 1∶10 using a large-scale laminar shear box to investigate the reinforcement effects of compacted gravel column-net composite foundation and cement fly-ash gravel(CFG)column-net composite foundation on the saturated silty soil ground along the Beijing-Shanghai high speed railway.
在研制大型堆叠式剪切模型箱的基础上,以京沪高速铁路饱和粉土地基加固为背景,对饱和粉土地基、碎石桩桩网结构地基和水泥粉煤灰碎石桩(CFG桩)桩网结构地基加固进行了大型振动台模型试验研究,模型几何相似比为1∶10。
2.
According to the factors and characteristics considered in discriminating method,combining the regional characteristic of silty soil,the synthetic discriminating method,which is suit to the saturated silty soil in Handan,is put forword,thus improves the dependability of evaluation of liquefaction potent.
根据判别方法所考虑的因素和特点,结合粉土的区域特征,提出了适合邯郸市饱和粉土的综合判别方法,从而提高了液化判别的可靠性。
3.
This paper also summarizes the construction technical points and notes of saturated silty soil nail which will be useful to popularize the nailed retaining wall construction technique.
通过虹祺花苑复合式土钉墙工程实例,阐述饱和粉土层中的土钉墙支护计算原理及现场施工要点,并总结了技术要点及注意事项以资推广。
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5)  saturated silt
饱和粉土
1.
Experimental study of earthquake liquefaction of saturated silt in Tianjin area
天津地区饱和粉土地震液化的试验研究
2.
Based on the problems of the saturated silt foundation,authors analyze the failure cause of dynamic consolidation on saturated soft foundation in the past.
针对饱和粉土地基存在的问题,通过分析过去在饱和软弱地基上强夯失败的原因,并结合一些在这种地基上强夯成功的经验,提出在饱和软弱地基上进行强夯需要注意的几点问题。
3.
Seeing that inefficient effect of dynamic consolidation on saturated silt and having analyzed its mechanism and characterisics,a method of consolidating ground with dynamic compaction stone column has been put forward.
鉴于用普通强夯法加固饱和粉土、淤泥质粉土地基时功效低的现状 ,在分析强夯加固机理及特点的基础上 ,提出了用强夯碎石桩加固地基的方法 ,现场试验区强夯碎石桩复合地基的测试及荷载试验表明 ,该法不仅大幅度提高了饱和粉土地基承载能力和变形模量 ,而且扩大了强夯法的有效影响深度 ,消除了下卧砂层的液化特性 ,该法的工程应用结果表明 ,地基加固效果非常显
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6)  liquefaction of sand
饱和土液化范围
补充资料：(C14-18-饱和、C16-18-不饱和)脂肪酸钾盐
CAS：68002-80-2
分子式：C14-18 and C16-18-Unsaturated alkylcarboxylic acid potassium salts

中文名称：(C14-18-饱和、C16-18-不饱和)脂肪酸钾盐；牛油脂肪酸钾皂

英文名称：Fatty acids, C14-18 and C16-18-unsatd., potassium salts
C14-18 and C16-18-Unsaturated alkylcarboxylic acid, potassiumsalt
fatty acids, c14-18 and c16-18-unsatd., potassiumsalts
Fatty acids,C14-18 and C16-18-unsatd.,potassium salts
C14-18 and C16-18-Unsaturated alkylcarboxylic acid,potassiumsalt
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