Experimental study on the mechanism of earthquake - induced differential settlement of building on liquescent subsoil by shaking table 可液化地基上建筑物不均匀震陷机制的振动台试验研究
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In order to reducing the damage that seismic load gives rise to on the structure which is built on liquescent soil layers , the study of anti - seismic measures is conducted 为了减少地震荷载对建在可液化地基上的构筑物所造成的损害，本文还对地震烈度8度设防情况进行了抗震减灾措施研究。
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