PURPOSES: This study, compared and verified the test results of post-bearing capacity and the test results of a full-scale vehicle crash test on flat ground and slope ground.
METHODS: The results of the bearing capacity test on the barrier post show that, the bearing capacity of the banking section ground and flat ground was relatively large. In the full-scale vehicle crash test, the maximum deformation of the barrier was not large, and the occupant safety indexes(THIV, PHD) were relatively similar. The post-bearing capacity test is a static load test.
RESULTS: Therefore, there was a large difference on the flat ground and on the banking section ground because of the effect of soil failure. On the other hand, the full-scale vehicle crash test is close to the impact load.
CONCLUSIONS: Therefore, it can be concluded that the whole barrier system was not affected by soil failure alone.

ABSTRACT
 1. 서론
 2. 관련 기준 및 시험
  2.1. 국외 관련 기준
  2.2. 국내 관련 기준
  2.3. 지주 지지력 시험
 3. 시험대상 시설 및 지지력 시험 결과3.1. 시험 대상시설
  3.1. 시험 대상시설
  3.2. 지지력 시험 결과
 4. 실차충돌시험 결과
  4.1. SB1등급 실차충돌시험 결과 비교
  4.2. SB3등급 실차충돌시험 결과 비교
  4.3. SB5등급 실차충돌시험 결과 비교
  4.4. 실차충돌시험 결과 분석
 5. 결론
 REFERENCES

• 주재웅(한국도로공사 도로교통연구원 수석연구원) | Joo Jaewoong 교신저자
• 정봉조(한국도로공사 도로교통연구원) | Chung Bongjo
• 장대영((주)스마트에어챔버 충돌시험센터장) | Jang Daeyoung
• 문병갑(한국도로공사 도로교통연구원) | Moon Byungkab