并探讨了有关建议中提出的桩端持力层容许承载力参考数值的实用问题。
The practical problem of the allowable pressure of the proposed bearing layer is discussed.
采取措施保证桩顶(尤其是桩头部分)混凝土强度，提高单桩容许承载力。
The strength of top pile concrete, especially head part, ensured by taking measurement, Single allowable bearing capacity of this pile is enhanced.
经理论分析，提出了修改意见，使浅基地基容许承载力的计算更加合理、经济和安全。
It alos raises the suggestion of correcting, which makes the calculation of allowable bearing in the shallow foundation Subgrade safer, more reasonable and more economical.
经理论分析，提出了修改意见，使浅基地基容许承载力的计算更加合理、经济和安全。
It alos raises the suggestion of correcting, which makes the calculation of allowable bearing in the shallow foundation Subgrade safer, more reasonable and more economical.
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