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Seismic Tests of a Pile-Supported Structure in Liquefiable SandUsing Large-Scale Blast Excitation

机译:大规模爆破激励下液化砂土中桩支撑结构的抗震试验

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Extensive, large-amplitude vibration tests of a pile-supported structure in a liquefiable sand deposit have been performedrnat a large-scale mining site. Ground motions from large-scale blasting operations were used as excitation forces for vibrationrntests. A simple pile-supported structure was constructed in an excavated 3m-deep pit. The test pit was backfilled withrn100%-water-saturated clean uniform sand. Accelerations were measured at the pile-supported structure, in the sand in therntest pit and in the adjacent free field. Excess pore water pressures in the test pit and strains of one pile were also measured.rnVibration tests were performed with six different levels of input motions. The maximum horizontal accelerationrnrecorded at the adjacent ground surface varied from 20 Gals to 1353 Gals. These alternations of acceleration providedrndifferent degrees of liquefaction in the test pit. Sand boiling phenomena were observed in the test pit with larger inputrnmotions. This paper outlines vibration tests and investigates the test results.
机译:在大型采矿现场已经对液化砂矿中的桩支撑结构进行了广泛的大振幅振动测试。大规模爆破操作产生的地震动被用作振动测试的激发力。在开挖的3m深坑中建造了一个简单的桩支撑结构。测试坑回填了100%水饱和的干净均匀的沙子。在桩支撑结构,最深坑中的沙子和附近的自由场中测量加速度。还测量了测试坑中过大的孔隙水压力和一堆桩的应变。振动测试是在六种不同水平的输入运动下进行的。在相邻地面上记录的最大水平加速度从20加仑到1353加仑不等。这些加速度的变化在测试坑中提供了不同的液化度。输入坑运动较大时,在试验坑中观察到砂子沸腾现象。本文概述了振动测试并调查了测试结果。

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