特殊条件下单桩静载试验加载量取值探讨
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周元(1984—),男,高级工程师,一级注册结构工程师,注册土木工程师(岩土),注册土木工程师(水利水电工程地质类),从事结构、岩土工程设计审查工作。

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TU473.1

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Discussion on the value of loading capacity for static load test of single piles under special conditions
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    摘要:

    单桩静载试验是评价单桩承载力的核心方法,合理确定静载试验加载量对保障桩基安全至关重要。文章对相关规定中单桩静载试验加载量取值要求进行阐述,针对常规加载量按照单桩承载力特征值两倍取值的适用性问题,对4种特殊条件下的桩基进行受力分析,并结合具体案例展开研究,最终提出4种特殊条件下单桩静载试验加载量的取值建议。研究表明:常规按单桩承载力特征值两倍确定加载量的方式,在文中的特殊条件下会降低工程桩使用阶段安全度,研究提出的取值建议能为类似特殊条件下单桩静载试验提供参考依据。

    Abstract:

    The single pile static load test is the core method for evaluating the bearing capacity of a single pile, and reasonably determining the loading amount of the static load test is crucial for ensuring the safety of the pile foundation. This article elaborates on the requirements for determining the loading amount of single pile static load tests in relevant specifications. Focusing on the applicability issue of the conventional loading amount, which is set as twice the characteristic value of the single pile bearing capacity, it conducts stress analysis on pile foundations under four special conditions. Combined with specific cases, research is carried out, and finally, suggestions for determining the loading amount of single pile static load tests under the four special conditions are proposed. The study shows that the conventional method of determining the loading amount as twice the characteristic value of the single pile bearing capacity will reduce the safety degree of engineering piles during the service stage under the special conditions in this paper. The proposed study suggestions can provide reference basis for single pile static load tests under similar special conditions.

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周 元.特殊条件下单桩静载试验加载量取值探讨[J].工程建设,2026,58(3):27-33

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  • 在线发布日期: 2026-07-31
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