The major influencing factors of reliable index of squeezed branch pile are analyzed.
分析挤扩支盘桩可靠指标的主要影响因素。
The squeezed branch pile is a new type one with high bearing capacity and low settlement.
支盘桩是一种具有高承载力和低沉降量特性的新型桩。
The bearing force character, failure behavior and loading transfer law of squeezed branch pile are studied in this paper based on static load test results.
文章基于静载试验结果，研究和探讨了支盘桩的受力特性和破坏性状。
A practical project is analyzed in technique and economy, it shows that it is very economical and reasonable that squeezed branch pile is used to solve the...
工程实践表明，采用挤扩支盘桩解决地下建筑抗浮问题是一种比较经济、合理的新方法。
This paper introduces the new squeezed branch pile, Preliminary analysis its characteristic, and introduced it through the project example in the project application.
介绍了挤扩支盘桩这一新型桩型，初步分析了它的特点，并用工程实例分析了它在大型工业与民用建筑中的应用。
Influential the factors of the load transmission characteristics are analyzed theoretically, and the load transmission theoretical formula with squeezed branch pile is inferred.
从理论上分析影响荷载传递性状的因素，并推导了挤扩支盘桩荷载传递的理论公式。
Bearing mechanism, loading transfer behavior and results of FEM simulation of squeezed branch pile are analyzed systematically in this paper based on results of static loading test.
根据单桩静载荷试验的结果，全面系统地分析了挤扩支盘桩的承载机理、荷载传递性状和FEM模拟结果。
It is proved by loading test that the loading transfer behavior of squeezed branch piles has changed because at different places of the pile body are located many branches or disks.
通过载荷试验证明，挤扩支盘桩由于桩身不同位置设置了多个支或盘，使其荷载传递性状发生了根本的改变，因而它的承载力及沉降等方面也发生了变化。
This paper predicate the ultimate bearing capacity of squeezed branch pile based on 110 pile from different site by hyperbola method, and compare with the results of the friction pile's.
用双曲线方法对110根挤扩支盘桩的极限承载力进行预测，并与直杆桩预测结果进行对比。
DX pile is a new type of squeezed cast-in-situ pile with multi-branch.
dx桩是近年来新兴的一种多节挤扩灌注桩。
The squeezed branch and plate pile is a type of special figure pile.
挤扩支盘桩作为一种新型的桩基，具有优良的工程特性。
The squeezed branch and plate pile is a type of special figure pile.
挤扩支盘桩作为一种新型的桩基，具有优良的工程特性。
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