| 1. | A small leakage through an earth fill or hydraulic fill dam or its foundation removes some fine material in suspension .
贯穿填土坝、水力冲填坝或坝基的一个细小的漏水孔隙以悬浮的方式带走一些细小的土粒。 |
| 2. | Judgement of qualified dry density of earth fill
填土合格干密度的判定 |
| 3. | Key technical issues in project design of tall earth fill under abominable surroundings
恶劣环境条件下高填方设计关键技术问题 |
| 4. | Artificial earth fill
人工填土 |
| 5. | 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。 |
| 6. | Some regularity factors are revealed , valuable guide and reference in theory for design and construction in earth fill reinforce project are offered
揭示了其中的某些规律性因素，在理论上为类似的填土工程的支护设计、施工提供有价值的指导和参考。 |
| 7. | The indoor experiments and field investigation are applied to find the settlement speed of high earth fill subgrade . the steadiness of high earth fill sub - grade is discussed with random finite element data analysis method
本课题拟通过设定的室内试验及对室外试验路段的观测来寻求高填方路基的沉降速度，并作了随机有限元数值分析，对高填方路基的稳定性方面作一定探索。 |
| 8. | For the high - class highways builded on the area of lacustrine deposits soft soil , because earth fill of subgrade is very high and construction period is very short , the controlling of subgrade stability and settlement are the two key techniques
对于通过湖相沉积软土地区的高等级公路，当路基填土较高、工期较短时，必须解决地基稳定性控制及沉降控制两个关键技术问题。 |
| 9. | Abstract : taking the earth retaining engineering in nan guang road , yibin city as an example , the authors discuss the design method and construction essential in the treatment of earth filled slope using pile - archor retaining wall to stablize the slope and make full use of land
文摘:以宜宾市南广路挡土墙工程为例，介绍了填方边坡处理时用桩锚挡土墙进行支挡，以便充分利用土地的设计思路和施工要点。 |
| 10. | This paper analyzes the influences of rainfall on soil nail support system , and reveals stabilization characteristics of earth fill prototype body in supporting or non supporting not related to the conditions of rainfall but be controlled by velocity increment of bulging and its critical value
分析了降雨与非降雨条件对土钉支护体系的影响，并揭示了填土体在无支护或支护情况下的稳定性不与降雨条件有关，而是受控于渗水速率增量及其临界值。 |
