CAJ | 학술논문

以西安地铁穿越地裂缝区域为工程背景，采用振动台模型试验，模拟地震荷载作用下地裂缝场地的动力响应。试验结果表明：地震荷载作用下，地裂缝场地中的隐伏地裂缝逐渐出露，随着地震动力荷载的持续作用，裂缝在地表贯通，并在裂缝的上盘区域中生成与之相交的次生裂缝，地裂缝内部的松散充填土体沿裂缝向上运动。地震动力荷载作用下，地裂缝场地产生不均匀沉降，且地裂缝位置产生的沉降大于其两侧区域，不均匀沉降导致地裂缝两侧产生张拉力，张拉力继而使隐伏地裂缝扩展出露地表，同时伴随裂缝宽度增加。振动过程中，地裂缝场地上盘所产生的动力加速度大于场地下盘区域的动力加速度。研究结果可为地震荷载作用下地裂缝场地中的结构抗震设计提供重要参考。
이서안지철천월지렬봉구역위공정배경，채용진동태모형시험，모의지진하재작용하지렬봉장지적동력향응。시험결과표명：지진하재작용하，지렬봉장지중적은복지렬봉축점출로，수착지진동력하재적지속작용，렬봉재지표관통，병재렬봉적상반구역중생성여지상교적차생렬봉，지렬봉내부적송산충전토체연렬봉향상운동。지진동력하재작용하，지렬봉장지산생불균균침강，차지렬봉위치산생적침강대우기량측구역，불균균침강도치지렬봉량측산생장랍력，장랍력계이사은복지렬봉확전출로지표，동시반수렬봉관도증가。진동과정중，지렬봉장지상반소산생적동력가속도대우장지하반구역적동력가속도。연구결과가위지진하재작용하지렬봉장지중적결구항진설계제공중요삼고。
The shaking table model test was used to simulate the seismic response of the ground with fissures in the region of Xi′an where metro tunnels often penetrate through the active ground fissures. It was found that the hidden fissures inside the soil body grew to appear on the surface after a while during the test and continue to expand to form through fissure lines crossing the surface. As the dynamic test continues,the secondary fissures were developed at the upper soil layer joining with the main ones. The loose soil fillings inside the fissures moved upward along the fissures. The uneven settlements occurred on the surface during the test and the largest difference of the settlements occurred just on the two sides of the fissures. The uneven settlements induced a tension between the two sides of fissures,which made ground fissures to expand its width, length and height and gradually expose to the surface. The measured accelerations at the upper layer are greater than those at the bottom layer. The results of the test may provide a guide line for the seismic design of structures in the areas of ground with fissures.