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1)  sandy strata
砂性土层
1.
The suitable additives (soapy water and foaming agent) are used to improve construction condition when tunnel passes through sandy strata.
土压平衡盾构掘进是软土地区地铁隧道施工的主要方法之一,但是盾构在穿越塑流性差、含水量高、渗透系数大的砂性土层时,存在土体受扰动发生液化、流砂或由于螺旋出土器出土困难使工作面形成“干饼”等许多技术难题。
2)  division of silty and sandy soil
粉性土、砂土薄层的划分
3)  thick sandy soil layer
厚砂土层
1.
Simulating on damage law of disturbed thick sandy soil layer and transference of load in shallow seam;
浅埋煤层采动厚砂土层破坏规律模拟
2.
Mathematical model of "arch beam" of thick sandy soil layer movement in shallow seam
浅埋煤层地表厚砂土层“拱梁”结构模型研究
3.
By simulating model test of dynamic load transmitting, the “arch type” and “thick arc shell” damage form of thick sandy soil layer upon shallow coal seam in first weighting is revealed.
通过实测发现了厚砂土层载荷传递现象,提出了顶板关键层载荷层载荷传递因子的概念。
4)  sand formation
砂类土层
1.
The practice experience and construction result of directly put leoss near by the engineering site into borehole to make mud when making bored piles in sand formations were introduced.
介绍了砂类土层中进行泥浆护壁钻孔灌注桩施工时,采用施工场区临近地层黄土注入孔内直接造浆成孔的实践经验和施工效果。
5)  soil and sand interbed
土砂互层
1.
Experimental study for the break angle and the breaking up of the shallow tunnel in soil and sand interbed;
土砂互层中浅埋隧道破裂角及破坏试验研究
6)  silt sand stratum
粉砂土层
补充资料:连续性与非连续性(见间断性与不间断性)


连续性与非连续性(见间断性与不间断性)
continuity and discontinuity

11an父ux泊g四f“山。麻以角g、.连续性与非连续性(c。nt,n琳t:nuity一)_见间断性与不间断性。and diseo红ti-
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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