Dynamic Characteristic of Coastal Reclaimed Land through Shaking Table Test

실내 진동대 실험을 통한 해안매립지반의 동적 특성 평가

  • Shin, Eun-Chul (Dept. of Civil & Environmental Engineering, Univ. of Incheon) ;
  • Kang, Hyoun-Hoi (Dept. of Civil & Environmental Engineering, Univ. of Incheon) ;
  • Park, Jeong-Jun (Dept. of Civil & Environmental Engineering, Univ. of Incheon)
  • 신은철 (인천대학교 공과대학 토목환경공학과) ;
  • 강현회 (인천대학교 토목환경공학) ;
  • 박정준 (인천대학교 토목환경공학과)
  • Published : 2009.03.27

Abstract

Recently the truction of coastal reclaimation work has been extensively implemented in Korea. The Sondo New City is being established on the reclaimed land from the sea, construction companies of metro construction are planing to pull-out the sheet pile for saving the construction cost. In the case of soft marine clay, it is very difficult to pull-out the sheet pile by using the hydraulic hammer difficult. Therefore, the man of the field must be aware of vibration effect to the ground and the structure. For understanding the vibration effect to the ground during subway construction, the model was formulated with 1/25 braced-cut for subway construction. Scott and Iai(1989) proposed the law of the similarity for other experimental conditions. The laboratory model test was conducted under the vibration condition of sheet pile pulling out. The settlement on the ground surface was measured during the shaking table test. The pore water pressure was also monitored in the upper, middle, and lower layers of soil. The field settlement level and the pore water pressure can be predicted by using the results of the laboratory shaking table test.

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