soil settlement meaning in Chinese
土壤沉降
Examples
- Researches on soil settlement around deep excavation of a metro station in shanghai
上海某地铁车站深基坑周围土体沉陷研究 - Results show that the method can properly reflect the characteristics of change of pore pressures and soil settlements , and it is practical and feasible
结果表明：该方法可以反映抽水引起的孔隙水压力变化及土体沉降变化规律，是一种实用可行的方法。 - Based on the in - situ test of subgrade over soft soil reinforced by vacuum combined with fill preloading , the soil settlement property , controlling effect of post - construction settlement and preloading time that satisfy the settlement standards are analysed
摘要根据某真空联合堆载预压法加固深厚层软土的试验成果，分析了地基沉降规律、控制软土地基路基工后沉降的效果，以及满足高速铁路路基工后沉降标准要求的预压时间。 - Numerical simulation is carried under different conditions , including ( a ) the different distance between deep foundation excavations and the adjacent structures ; ( b ) different supports are used , such as cantilever piles , row piles with one - layer grouted soil anchor , row piles with two - layer grouted soil anchor , row piles with three - layer grouted soil anchor and soil nailings etc . this paper reveal the law of adjacent structures and bracing structures displacements and surrounding soil settlements . anchor and soil nailing ' s impact on the displacements of adjacent structures is analyzed then . further more , we find the law of displacements of bracing structures , surrounding soil settlements , differential settlement and absolute settlements of adjacent structures that may appear in the process of excavation by steps
模拟分析了近邻建筑物在不同距离的条件下，悬臂支护、一层锚杆与排桩联合支护、两层锚杆与排桩联合支护、三层锚杆与排桩联合支护、土钉支护等几种支护情况下的深基坑开挖过程，对深基坑工程开挖过程中近邻建筑物的变形、支护结构变形以及基坑外地层沉降的发展变化规律进行了分析总结；对锚杆和土钉支护对建筑物变形的影响作了详细地分析，找到了一些基坑开挖过程中基坑支护结构变形、周围地层沉降、近临建筑不均匀沉降及绝对沉降的发展变化规律，得到了一些对深基坑工程设计和施工有工程实际意义的结论。 - Reserch about settlement prediction has been carried out abroadly and profoundly by the scholars all over the world , which as a result gains a lot . but the mechanism of the soil settlement is very complicated since the settlement is influenced by the loading and the soil properties are so complexed
近几十年来，各国学者在地基沉降预测领域内开展了大量深入广泛的研究，取得了大量成果，但是由于软土自身工程特性极为复杂，加上上部荷载与上部结构的影响，使得软基土层沉降机理变得十分复杂。