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王建华, 刘晶磊, 周扬锐. 静荷载与循环荷载作用下张紧式吸力锚承载[J]. 岩土工程学报, 2012, 34(6): 997-1004.
引用本文: 王建华, 刘晶磊, 周扬锐. 静荷载与循环荷载作用下张紧式吸力锚承载[J]. 岩土工程学报, 2012, 34(6): 997-1004.
WANG Jian-hua, LIU Jing-lei, ZHOU Yang-rui. Model tests on bearing capacities of suction anchors with taut mooring systems under combined static and cyclic loads[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 997-1004.
Citation: WANG Jian-hua, LIU Jing-lei, ZHOU Yang-rui. Model tests on bearing capacities of suction anchors with taut mooring systems under combined static and cyclic loads[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 997-1004.

静荷载与循环荷载作用下张紧式吸力锚承载

Model tests on bearing capacities of suction anchors with taut mooring systems under combined static and cyclic loads

  • 摘要: 利用自行开发的电动伺服加载装置,在荷载控制方式下,进行了张紧式吸力锚在最佳系泊点受静荷载作用、受静荷载与循环荷载共同作用时的承载力模型试验。依据试验结果,分析了锚的破坏模式、加载方向与静荷载对循环承载力的影响以及循环承载力随循环破坏次数的变化规律。结果表明,静荷载与循环荷载作用下,如果锚受到的竖向极限抗力小于水平极限抗力,锚的破坏为竖向平移拔出土层的模式;静荷载作用下锚达到极限状态时,系泊点沿系泊方向的位移大约为 0.6 倍的锚径;同一循环破坏次数下, 循环承载力随静荷载比增加而增大,且 锚能承受的循环荷载取决于锚受到的静荷载比;当静荷载比为 0.5 左右时,锚承受的循环荷载最大; 对于同一静荷载比,当加载方向从 30 °变化至 40 °时对循环承载力比随循环破坏次数的变化关系没有 明显影响; 锚的循环承载力随循环破坏次数增加而降低;若锚受到的静荷载比大于 0.5 , 循环破坏次数不大于 1000 ,则循环承载力最多减小至静承载力的 75% 左右。

     

    Abstract: Load-controlled model tests are conducted to study the bearing capacities of suction anchors with taut mooring systems under combined static and cyclic loads at the optimal loading point using an electric servo loading apparatus developed by the authors. Failure modes of anchors, effects of static loads on cyclic bearing capacities and variations of cyclic bearing capacities with the number of cycles to failure are analyzed based on test results. The following conclusions are drawn. Failure of anchors is the translational failure mode of pullout from the soft stratum if the vertical ultimate resistance acting on anchors is less than the lateral one acting on anchors under combined static and cyclic loads. The displacement along the mooring direction at the loading point is about 0.6 times the anchor diameter when anchors are in the ultimate states under static loads. The cyclic bearing capacity of anchors increases with the increase of static load ratios and the cyclic load withstood by anchors also depends on static load ratio for a specified number of cycles to failure. The cyclic load withstood by anchors is the maximum when the static load ratio is about 0.5. Cyclic bearing capacities of anchors decrease with the increase of the number of cycles to failure for a specified static load ratio. The effect of loading directions on the variation of the cyclic bearing capacity with the number of cycles to failure is not obvious when the loading direction varies from 30 to 40 degrees for a specified static load ratio. The cyclic bearing capacity of anchors is not less than 75% of the static bearing capacity if the static load ratio is greater than 0.5 and the number of cycles to failure is less than 1000.

     

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