1) modulus of belled foundation
扩底墩地基模量
2) belled pier
扩底墩
1.
3D finite element models of belled pier in the homogeneous stratum with different elastic modulus of soils,angle of internal friction and cohesion force.
为了分析不同土体参数对扩底墩竖向承载性状的影响,利用有限单元法,建立了均匀地基中不同土体模量、内摩擦角、粘聚力的三维有限元模型,模拟分析了土体模量、内摩擦角和粘聚力变化时扩底墩的竖向承载性状。
2.
In order to analyze the vertical bearing behavior of belled pier embedded in coarse sand at the depth of 14.
5 m扩底墩的竖向承载性状,建立了三维有限元非线性数值模型。
3.
In order to analyze the bearing mechanism of belled pier with different dimensions,by three-dimensional finite element,a contact model of pier and soil was established.
为了分析不同尺寸条件下扩底墩的承载机理,利用三维有限元,建立墩土接触模型,分析不同墩身长度、扩底直径以及扩大头锅底高度时扩底墩的承载性状。
4) pier ofthe large diameter under-reamed bored pile
人工挖孔扩底墩基
5) foundation base of pier and abutment
墩台基底
1.
In this paper , a new definition of safety factor on toppling stability for foundation base of pier and abutment is suggested by theoretical analysis.
通过理论分析得出墩台基底倾覆稳定系数新定义。
6) large diameter belled pier
大直径扩底墩
1.
Based on the load tests of 8 large diameter belled piers and 2 friction piles,the vertical bearing behavior of the belled pier in non-collapsing loess-like soil is studied.
根据同一试验场地厚层非湿陷性黄土状土中8根大直径扩底墩、2根等直径桩的竖向承载力静载试验,对扩底墩的竖向承载性状进行了研究。
补充资料：泥墩墩
1.土墩子。比喻呆板无用的人。
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