하중조건을 고려한 제주 화산암지대의 지반 안정성 평가 = Ground Stability Evaluation of Volcanic Rock Area in Jeju according to the Loading Conditions

국문 초록 (Abstract)

본 논문은 SOC시설물 건설에 따른 지반 안정성을 평가한 논문으로, 기존 지반 및 숨골 조사결과에 따른 지반 물성치를 이용하여 SOC시설물 하부지반의 안정성을 평가한 것이다. 연구내용은 다음과 같다. 1)기존 지반조사 자료를 기반으로 지반현황을 분석하여 숨골 및 지반 물성치를 산정하였다. 2) 수치해석을 통한 지반의 안정성 및 변형 범위를 파악하였다. 3) 지반안정성 해석단면(대형장비 주행로) 결정한 후 단면에 대한 모델링을 하여, 지반 안정성을 평가하였다. 본 연구는 SOC시설물 전체 부지를 크게 3개의 단면으로 나누어 해석하였으며, SOC시설물 하부지반의 각 단면별 지반, 하중조건 및 포장조건을 파악하여 컴퓨터 수치해석 모델링을 통해 응력, 침하량, 변형률을 산정하였다. 현 지반 조건에 따른 각 단면별 해석결과, 침하량은 0.11~0.18 m, 전응력은 92.75~445 kPa로 해석되었다. 이 결과들은 하부지반의 숨골을 고려하여 지반의 강도 정수를 감소시켰을 뿐 아니라, 하부지반의 보강이 없는 조건으로 해석한 결과이므로, 적절한 하부지반의 조건을 고려하여 약액주입 등의 간단한 지반 보강만으로 충분한 SOC시설물 지반 안정성을 확보할 수 있다.

다국어 초록 (Multilingual Abstract)

This paper is written to evaluate the ground stability according to the construction of Jeju 2nd airport. Sumgol is the unique characteristics of Jeju soil, which is used to evaluate the ground stability of the airport. The research contents are as follows. 1) The geotechnical characteristics for Jeju 2nd airport was analyzed, and the Sumgol and geotechnical properties were calculated based on the existing geotechnical survey data. 2) The divided sections of Jeju 2nd airport were modeled to evaluate the ground stability after determining the section (runway and airport facilities) which have the different soil and loading properties. 3) The stability and deformation ranges of the airport ground were identified through numerical analysis. The entire airport was divided into three sections to analyze the stability of Jeju 2nd airport, and calculated the stresses, settlements, and strains of each section by computer numerical analysis modeling. For modeling, the ground and load conditions were examined, also pavement conditions for each airport ground section were examined. From the analysis results of each section according to the ground conditions, the vertical settlements were analyzed as 0.11~0.18 m and the sum of effective stress and pore water pressure were 92.75~445 kPa. These results were made by taking into account the Sumgol of the bottom ground without reinforcement, also the soil strength parameters of the airport ground were reduced for computer modeling, Therefore, if proper reinforcements are applied to the ground of Jeju 2nd airport, sufficient airport ground stability can be secured.

참고문헌 (Reference)

1 Daewoo Engineering, "Jeju Seongsan wind power construction design geotechnical survey" 2008

2 Yushin Corporation, "Geotechnical survey for detailed design of Jeju healthcare town construction project" 2011

3 Korea National Housing Corporation, "Geotechnical survey for detailed design of Jeju Seogwipo innovation city housing site development project" 2009

4 Jeju Island, "Geotechnical survey for basic and detailed design of road construction work at Bijarim-ro and other two places" 2014

5 Kolon Golbal, "Geotechnical survey for Jeju environmental resource circulation center (reclamation facility) construction project"

6 National Legal Information Center, "Airfield facility design manual"

7 National Legal Information Center, "Airfield facility design manual"