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。
3) AM bulb cast-in-place pile
AM扩底桩
1.
The pile strain of AM bulb cast-in-place pile is tested by high precision sliding micrometer,which can have high precision and reliable testing results.
采用高精度滑动测微计测试AM扩底桩在各级荷载下的桩身应变,测试精度高,测试结果可靠。
4) pedestal pile
扩底桩
1.
Three dimensional failure envelope behavior of pedestal piles;
扩底桩承载力空间屈服包络面的基本特性
2.
Research on the anti-pull forces of the pedestal pile in permafrost regions;
多年冻土区钻孔扩底桩抗拔力研究
3.
Behaviors of large diameter pile with straight shaft and pedestal pile
大直径等截面桩与扩底桩的承载特性研究
5) belled pile
扩底桩
1.
Analytical solution and test analysis of vertical tip bearing capacity of large diameter belled pile
大直径扩底桩竖向端承力解析解与试验分析
2.
Today,belled pile is used more and more widely in industry architecture,.
扩底桩在当前工业建筑中得到了越来越广泛的应用。
3.
Four groups of vertical loading tests were performed on belled piles and equal-diameter piles at four sites to make comparative study.
研究了4个场地的4组扩底桩与直桩的竖向静荷载对比试验。
6) expanded-foot tubular pile
扩底管桩
1.
Experiment research of model on expanded-foot tubular pile by static driving method;
静压扩底管桩模型试验研究
2.
Experiment research and application of expanded-foot tubular pile
扩底管桩试验及其工程应用
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