초록
본 연구에서는 인천지역 준설매립지반을 대상으로 액상화 평가방법들에 대해 검토하고, 국내 지진특성을 고려하여 지진규모 6.5을 기준으로 액상화 가능성을 비교하였다. 그리고 다짐시험시공 및 동다짐 전 후에 수행한 표준관입시험 (SPT) 및 정적콘관입시험(CPT)을 토대로 지반개량효과 및 액상화 보강효과를 평가하였다. 그 결과, 동다짐은 다짐에너지가 클수록 개량효과가 우수한 것으로 나타났으며, 동다짐 후 지반강도 증가에 따라 액상화 안전율도 크게 증가되어 내진성능 향상을 크게 도모 할 수 있는 것으로 평가되었으며, 이에 따른 매립지반의 다짐관리 방안을 제시하였다.
The purpose of this study is to examine the method of liquifaction potential occuring at the reclaimed land in Incheon district and to compare the result obtained by the method based on the earthquake of 6.5 magnitude. In addition, the effects of ground improvement and liquifaction potential were evaluated on the basis of SPT and CPT, which have been performed before and after the compaction pilot test. As a result, we realized that the bigger the energy of dynamic compaction test was, the better effect we got. After the dynamic compaction test, as the strength of ground increased, the safe factor also increased. It was evaluated that the method of dynamic compaction improved the seismic performance. Accordingly, the method of the quality control of reclaimed land based on dynamic compaction method was presented.
