| 1. | Cement - stabilized soil
水泥加固土 |
| 2. | Cement stabilized soil
水泥加固土 |
| 3. | Economical combination of length with distance of reinforcing soil pile to treat soft subgrade
加固土桩处理软基桩长与桩间距的经济组合 |
| 4. | Based on geo - technical engineering and materials engineering and using the modern testing technology , this paper analyses the mechanism of the strengthen soils
基于岩土工程学和材料学,运用现代测试试验技术,对水泥、石灰类加固土的加固机理进行了详尽分析。 |
| 5. | The basic tenet of ? he strengthening is the physical and chemical reaction course : that is the hydration ; the carbonation of cement ; ion exchange and consolidate
加固的基本原理是水泥加固土的物理化学反应过程：水泥的水化反应；水泥的碳化反应；离子交换与团粒作用。 |
| 6. | It is suggested that the micro - aggregate filling effect is highly correlated with the fineness of slag powder and the two effects are summed up with framed chart
进行了矿渣粉、石灰粉加固土无侧限饱水抗压强度、水稳定性、冻稳定性、温度收缩和干燥收缩等路用性能试验，并进行比较。 |
| 7. | Soil - nail wall supporting technology formed a gravity earth retaining wall by embedding some given size and given density slender bars and sprayed concrete in reinforced soil
摘要土钉墙支护技术通过在被加固土体内植入一定长度和密度的细长杆件与喷射混凝土面板，形成了一个类似重力式挡土墙。 |
| 8. | Study on cement - sodium silicate - stabilized soil abstract soft soils , which wore collected from the coast areas in fujian province , were grouted with cement and sodium silicate
采集福建沿海地区软土，以水泥和水玻璃为主剂制成水泥?水玻璃加固土，运用扫描电子显微镜技术，对水泥?水玻璃加固软土的机理进行分析。 |
| 9. | A new fissure in the volcano opened earlier as emergency crews , blackened and sweating , battled to reinforce the mounds and divert lava away from rifugio sapienza . mount etna is europe ' s most active volcano and stands at 10 , 860ft
火山新近多了一个裂缝，救援人员已经是浑身漆黑，大汗淋漓，但他们仍然在为加固土堤，让熔岩流改道，从而避免熔岩流流经rifugio sapienza而奋战。 |
| 10. | How many pumps were turned on should be based on the dynamic design according to project target . and how many pumps should be in operation in standard shut off procedure . it was approved that although the theoretical boundary of decline of groundwater level is 10m , the actual boundary is only about 6m
提出了一些与真空预压加固地基设计相关的概念和处理方法，如定义真空预压加固区场地形状系数，提出按加固土体体积来确定射流泵数量、根据工程需要动态设计开泵量、增加停泵标准中对开泵量的规定等设计思想等，论证了真空预压加固地基时地下水位下降的理论极限深度为10m ，而实际极限深度约为6m 。 |
