• 全国中文核心期刊
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杨光华. 关于压板载荷试验确定地基承载力问题的讨论[J]. 岩土工程学报, 2023, 45(7): 1540-1542. DOI: 10.11779/CJGE20220475
引用本文: 杨光华. 关于压板载荷试验确定地基承载力问题的讨论[J]. 岩土工程学报, 2023, 45(7): 1540-1542. DOI: 10.11779/CJGE20220475
YANG Guanghua. Determination of bearing capacity of foundation by pressure plate load tests[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(7): 1540-1542. DOI: 10.11779/CJGE20220475
Citation: YANG Guanghua. Determination of bearing capacity of foundation by pressure plate load tests[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(7): 1540-1542. DOI: 10.11779/CJGE20220475

关于压板载荷试验确定地基承载力问题的讨论

Determination of bearing capacity of foundation by pressure plate load tests

  • 摘要: 地基承载力应由实际基础下地基的强度和变形双控确定。直接由压板载荷试验确定地基承载力可以保证强度安全,不能保证变形安全。要实现变形控制设计,地基承载力应该由设计师取定更合理,设计师可以从压板试验获取土的变形与强度参数,用于计算实际基础的荷载沉降p-s曲线,由p-s曲线按强度和变形双控确定合理的地基承载力。

     

    Abstract: The bearing capacity of a foundation should be determined by its strength and deformation under the actual foot. It can be determined directly by the pressure plate load tests, which can ensure the strength safety, but can not ensure the deformation safety. In order to realize the design according to the deformation characteristics, the bearing capacity of the foundation should be more reasonablly determined by the designer. The designer can obtain the deformation and strength parameters of the soil from the pressure plate load tests to calculate the load-settlement p-s curve of the actual foundation. Then, based on the p-s curve, the bearing capacity of the foundation is reasonably determined according to the dual control of strength and deformation.

     

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