| 1. | Seepage from land fills can pollute ground water or surface water .
填土的渗漏可能污染地下水和地面水。 |
| 2. | Utilization and safe analysis of original artifical embankment in the reservoir and dam
水库大坝原人工填土的利用及安全分析 |
| 3. | By studying , prototype earth fill slippery to move surface and critical height of steady advantage are defined
通过研究，确定了原型填土的优势滑移面、临界自稳高度。 |
| 4. | Soils : investigation and testing - soil treated with hydraulic binder , possibly combined with lime , for use as a selected fill - part 1 : definition - composition - classification
土壤:调查和试验.经水凝粘合剂处理的可与石灰混合的用作所选填土的土壤.第1部分:定义.组分.分类 |
| 5. | Analyzing their parameter , the paper establish calculating mould for unsaturated stacked loess soil . this mathematic mould simultaneously include force , settlement and time
对双曲线和s lnt的参数进行分析，首次建立了非饱和黄土填土的同时考虑力、变形和时间的计算模型。 |
| 6. | Soils : investigation and testing - soil treated with hydraulic binder , possibly combined with lime , for use as a selected fill - part 2 : methodology of laboratory formulation studies
土壤:调查和试验.经水凝粘合剂处理的可与石灰混合的用作所选填土的土壤.第2部分:实验室配方研究方法 |
| 7. | Abstract : the utilization and control measures of original artificial embankment in the tentative design of reservoir are introduced and the influences to the dam are also studied in many aspects
摘要:介绍水库工程初步设计中对大坝原人工填土的利用及处理措施，分析了原填土对大坝安全的影响。 |
| 8. | Based on the structure and engineering properties , combined with the distribution rule of net foundation stress , it could better reinforce artificial soil with gravel pile and dynamic compaction
摘要根据湖区填土的层次结构和工程特性，结合地基土中附加应力的分布规律，采用碎石桩强夯联合法能起到较好的加固效果。 |
| 9. | This paper analyzes on , sums up and probes into some methods for the treatment of the collapsible loess , saturated loess , saturated silty sand and miscellaneous fill in the foundation engineering of the transformer stations in shanxi province
对山西省变电站地基工程中常见的湿陷性黄土、饱和黄土、饱和粉细砂和杂填土的处理方法进行了分析、总结和探讨。 |
| 10. | According to the results of the compaction test and hearing ration test , it is discovered that the filled soil also has the swelling property after being compressed , which may result in the crack of the subgrade with the change of the water contents
通过对路基填土的击实试验和承载比试验表明，填土压实之后具有一定的膨胀性，在含水量变化差异性影响下的胀缩变形可能导致路基开裂。 |
