CAJ | 학술논문

2005年日本福冈县7级地震引起大量边坡破坏.震中附近的志贺岛的环岛公路由于其上方边坡崩塌导致交通中断达1.5 a之久.其原因是崩塌边坡上方出现了较大的沉降裂缝,有可能受将来的暴雨或地震的触发再次导致边坡崩塌.根据钻孔资料及实验室实验结果,对该边坡未来可能发生的崩塌规模产生3种意见:小规模表层崩塌(A)、中规模中层崩塌(B)及大规模深层崩塌(C).而边坡修复费用则根据所想定的可能崩塌规模从几千万日元到几十亿日元不等.为了合理决定对策规模,对3种可能的崩塌规模分别进行风险评估.结果表明,大规模深层崩塌(C)由于发生概率较小使得其风险远远小于小规模表层崩塌(A)和中规模中层崩塌(B),因而在修复中可以不予考虑.另外,虽然小规模表层崩塌(A)和中规模中层崩塌(B)的风险相当,但考虑到对策效果(加固后的风险减少与投入的加固资金费用之比),认为以小规模表层崩塌为对象制定修复计划较为合理,但在部分区域可考虑有关针对中规模中层崩塌的对策.本提案被相关部门所采用.
2005년일본복강현7급지진인기대량변파파배.진중부근적지하도적배도공로유우기상방변파붕탑도치교통중단체1.5 a지구.기원인시붕탑변파상방출현료교대적침강렬봉,유가능수장래적폭우혹지진적촉발재차도치변파붕탑.근거찬공자료급실험실실험결과,대해변파미래가능발생적붕탑규모산생3충의견:소규모표층붕탑(A)、중규모중층붕탑(B)급대규모심층붕탑(C).이변파수복비용칙근거소상정적가능붕탑규모종궤천만일원도궤십억일원불등.위료합리결정대책규모,대3충가능적붕탑규모분별진행풍험평고.결과표명,대규모심층붕탑(C)유우발생개솔교소사득기풍험원원소우소규모표층붕탑(A)화중규모중층붕탑(B),인이재수복중가이불여고필.령외,수연소규모표층붕탑(A)화중규모중층붕탑(B)적풍험상당,단고필도대책효과(가고후적풍험감소여투입적가고자금비용지비),인위이소규모표층붕탑위대상제정수복계화교위합리,단재부분구역가고필유관침대중규모중층붕탑적대책.본제안피상관부문소채용.
Risk management theory was applied to the restoration plan of a failure slope induced by the Fukuoka earthquake in 2005. The potential slope failure is simulated using the discontinuous deformation analysis(DDA);and the risk of the slope disaster is evaluated for the potential failure slope of the three pointed-out cases based on the DDA results. Countermeasures for an appropriate failure scale in the restoration plan are proposed based on the risk analysis and risk pair convenience analysis.