1) gravel soil
碎石土
1.
The application of cone dynamic penetration test method to geotechnical exploration in gravel soils;
圆锥动力触探成果在碎石土勘察中的应用
2.
Stability analysis of gravel soil tunnel by three-dimensional discrete element method;
碎石土隧道自稳性的三维离散元分析
3.
Based on the ponding loading test of Gannan 330kv transformer substation s foundation,the collapsible mechanics of gravel soil is analyzed by the structure theory of soil s collapsible deformation and the main factors of gravel soil s collapsible distortion.
主要以甘南330 kV变电所碎石土地基的现场浸水载荷试验和室内实验为基础,根据湿陷变形的特征,分析了影响碎石土地基湿陷变形的主要影响因素,探讨了碎石土地基的湿陷机理。
2) debris
[英]['debri:] [美][də'bri]
碎石土
1.
Study on bearing capacity of debris foundation in new Fengjie city;
奉节新城碎石土地基承载力试验研究
2.
The characteristics of debris and the differences between debris and general soil were introduced.
描述了碎石土的特点以及碎石土与一般土壤的差异,从土壤优先流形成的先决条件入手,分析了碎石土优先流形成的客观条件,并简要介绍了几个优先流理论和模型。
3) gravelly soil
碎石土
1.
The application of gravelly soils in highway network reconstruction in lower hilly region;
碎石土在低丘地段路网改造中的运用
2.
There re lots of gravelly soils in the Three-Gorges Zone,China.
碎石土广泛存在于三峡库区。
3.
The surface layer of the stratum in the Reservoir Zone of the Changjiang Gorges(RZCG) is loose deposits,The gravel content of gravelly soils in this region ranges from 30% to 70%.
三峡水库蓄水以后 ,原来在天然状态下的碎石土地基将会受到水的浸泡而饱和 ,从而导致其承载力下降 ,但现行的《公路桥涵地基与基础设计规范》(JTJ 0 2 4 85 )并没有给出饱和状态下碎石土地基的承载力 ,这给蓄水后碎石土地基的承载力的复核与评估带来了极大不便。
4) Gravel Soils
碎石土
1.
With designed surface vibrating compactor, a series of vibration compacting experiments of six kinds of gravel soils are carried out in laboratory, and a large amount of data about the vibration compaction of gravel soils under different vibration masses and different vibration frequencies as well as different action time of the vibration are obtained.
利用自行研制开发的表面振动压实仪,对6种级配碎石土进行了室内振动压实试验,取得了不同激振力、不同激振频率和不同激振时间作用下的大量试验数据,研究了级配碎石土最大干密度与激振力、激振频率之间的火系。
5) gravel-soil
碎石土
1.
Experiment research on shear strength index of gravel-soil in Three-Gorge reservoir area;
三峡库区碎石土抗剪强度指标的试验研究
2.
With the in-situ gravel-soil as trial materials,mean gradation is determined by particle size analysis.
以现场取得的碎石土为原料,通过筛分试验确定其平均级配,以平均级配为基础,利用代替法设计试验级配。
补充资料：挤密碎石桩加固地基
挤密碎石桩加固地基
挤密碎石桩加固地基
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条