关键词: 活断层探测, 地震危险性评价, 工程应用, 育王山山前断裂, 强地震动, 震陷, 宁波

Abstract: Combined with the consideration of relative codes,this paper mainly presents a preliminary analysis on the engineering application of Yuwangshan Fault zone based on the results achieved in the project of active fault exploration and seismic hazard assessment in the city of Ningbo. The conclusions we get from it are as follows. We don't have to take safety distance into account as to the west section of Yuwangshan Fault in engineering and construction because it has not been active since mid-Pleistocene,whereas,as to the east section of this fault,there's no need to consider the safety distance about Ⅲ-type and Ⅳ-type buildings,nevertheless,the case is different for Ⅰ-type and Ⅱ-type buildings because the potential surface deformation to some extent will occur with the scenario earthquake of 6.0,even if no direct surface offset. Due to the existence of about 6km² area where near-fault peak ground accelerations lightly exceeds the present-day standard,the authors put forward a package of aseismatic solutions which consist of the identification of aseismatic capability to buildings in the area and consideration of this factor in new buildings' construction.There's a potential area of seismic settlement of 30km² which may sink 5 cm or above according to the characteristics of distribution of soft soil as well as the assessment of near-fault strong ground motion in the east of the west section of Yuwangshan Fault. We should not ignore this important result.Given the importance of the results to the policy-decision for the mitigation of seismic disasters,we should seek for the trade-off between the safety and economic rationality in engineering application analysis.

Key words: exploration of active faults, seismic hazard assessment, engineering application, Yuwangshan Fault, strong ground motion, seismic settlement, Ningbo