自平衡试桩法在贵阳奥体中心桩基检测中的应用-建筑结构 关键词］自平衡法；贵阳奥体中心；侧摩阻力；桩基 [gap=1010]Keywords:self-balanced method; Guiyang Olympic Sports Center; shaft friction; pile
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One shaft diaphragm wall foundation is tested under vertical load in self-balanced method.
现场竖向载荷试验是采用自平衡法对一井筒式地下连续墙基础进行的。
参考来源 - 黄土地区地下连续墙基础承载特性试验研究·2,447,543篇论文数据，部分数据来源于NoteExpress
The self-Balanced method is a new technologies of foundation pile static load test, vertical compression pile is closer to the actual working conditions of a test method.
自平衡试桩法是一种基桩静载试验新技术，是接近于竖向抗压桩实际工作条件的一种试验方法。
The shaft friction value is still in the linear growth phase. The self-balanced method may resolve the problem that the shaft friction is not ful used in Guizhou Province.
侧摩阻力值还处于线性增长阶段，且数值十分可观，据此有望解决贵州省目前桩基承载力侧摩阻力不能充分利用的问题。
To study vertical bearing behavior of the foundation, a shaft diaphragm wall foundation of bridge in loess area was tested for bearing capacity by use of the self-balanced method.
为研究其竖向承载特性，在国内首次采用自平衡法对黄土地区某桥梁的井筒式地下连续墙基础进行了现场静载试验。
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