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董建华, 杨博, 田文通, 苏世林, 连博, 李建军. 可回收自平衡法检测装置研发及力学特性分析[J]. 岩土工程学报, 2023, 45(S1): 234-239. DOI: 10.11779/CJGE2023S10002
引用本文: 董建华, 杨博, 田文通, 苏世林, 连博, 李建军. 可回收自平衡法检测装置研发及力学特性分析[J]. 岩土工程学报, 2023, 45(S1): 234-239. DOI: 10.11779/CJGE2023S10002
DONG Jianhua, YANG Bo, TIAN Wentong, SU Shilin, LIAN Bo, LI Jianjun. Development and mechanical characteristics of a recyclable self-balancing detection device[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S1): 234-239. DOI: 10.11779/CJGE2023S10002
Citation: DONG Jianhua, YANG Bo, TIAN Wentong, SU Shilin, LIAN Bo, LI Jianjun. Development and mechanical characteristics of a recyclable self-balancing detection device[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S1): 234-239. DOI: 10.11779/CJGE2023S10002

可回收自平衡法检测装置研发及力学特性分析

Development and mechanical characteristics of a recyclable self-balancing detection device

  • 摘要: 针对传统桩基静载试验中存在的主要问题,研发了一种可回收自平衡法桩基承载力检测装置,建立了新型可回收检测结构作用下的试桩荷载传递模型,推导出层状地基中桩身的荷载传递矩阵,并通过实际工程三维有限元计算结果,验证了理论解析方法的可靠性。结合现场实测获取的荷载-位移、桩身轴力等数据,探究了该结构的工作机理。结果表明:①该新型结构装配化程度高,测试周期短,能耗低,试验空间要求小,具备推广价值。②理论解析模型得出的桩身轴力、荷载位移曲线与实测结果吻合较好,均在误差允许范围内。③相对于传统荷载箱测试结构,该新型结构测得承载力精度提高3.5%。因此,该理论模型与新型结构在实际工程中具备很大的适用性与推广价值。

     

    Abstract: Aiming at the main problems existing in the static load tests on pile foundations, a recyclable self-balancing detection device for the bearing capacity of the pile foundations is developed. The load transfer model for the test piles under the action of a new recyclable detection structure is established, and the load transfer matrix of pile body in a layered foundation is derived. The reliability of theoretical analysis is verified by the results of three-dimensional finite element calculation in practical engineering. The working mechanism of the structure is studied based on the data of load-displacement and pile axial force obtained from the field measurements. The results show that: (1) The new structure has high assembly degree, short test period, low energy consumption and small test space requirements, and is worth popularizing. (2) The axial load-displacement curves of the pile obtained from the theoretical analytical model are in agreement with the measured results, both of which are within the allowable error range compared with those of the load box test structure. (3) The accuracy of the bearing capacity measured by the new structure is improved by 3.5%. Therefore, the theoretical model and the new structure are of great applicability and popularization value in practical engineering.

     

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