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根据钻孔桩承载力自平衡法试桩研究报告及有关文献,指出了自平衡法在理论和实践方面存在的重大问题。自平衡法不能用于工程桩,不能作为验证、优化设计的依据。
According to the self-balanced test pile study report and related literatures of bored pile bearing capacity, the major problems existing in theory and practice of self-balanced method are pointed out. The self-balance method cannot be used for engineering piles and cannot be used as a basis for verification and optimization design.