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1)  composite foundation with settlement controlled caped piles
带帽控沉疏桩复合地基
1.
Analysis on settlement calculation and calculation method of composite foundation with settlement controlled caped piles under embankment;
路堤下带帽控沉疏桩复合地基沉降计算及方法分析
2)  composite foundation with sparse T-shaped rigid piles
带帽刚性疏桩复合地基
1.
In-situ full-scale tests on stress characteristics of composite foundation with sparse T-shaped rigid piles were carried out under the condition of experimental section of Shanghai—Nanjing Expressway widening project.
依托沪宁高速公路(上海段)拓宽工程试验段,进行拓宽路堤下带帽刚性疏桩复合地基应力特性的现场足尺试验;根据试验数据分析桩–土应力水平和分布特征,并采用不同模式进行桩–土应力比的计算、比较和分析。
3)  prestressed controlled settlement and sparse piles
带帽预应力控沉疏桩
4)  rigid piles with cap composite foundation
带帽刚性桩复合地基
5)  PTC pile with cap composite foundation
带帽PTC管桩复合地基
1.
The spot tests of PTC pile with cap composite foundation have been done in order to investigate working mechanism, and study the mechanical behavior of the settlement deformation, load-bearing capacity, load transfer, pile-soil stress ratio and pile-soil interaction of it at two kinds of different soil con.
为了了解路堤下带帽PTC型刚性桩复合地基作用机理,更好地研究带帽PTC管桩复合地基沉降变形、荷载传递、桩土荷载分担比及桩土应力比等力学性状,在两种地质条件下进行了带帽PTC管桩复合地基现场足尺试验研究,得到了试验资料和一系列有益的结论。
6)  the capped PTC pile composite ground
带帽PTC桩复合地基
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。
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