• 제목/요약/키워드: drained cavity expansion

검색결과 6건 처리시간 0.016초

Created cavity expansion solution in anisotropic and drained condition based on Cam-Clay model

  • Li, Chao;Zoua, Jin-Feng
    • Geomechanics and Engineering
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    • 제19권2호
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    • pp.141-151
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    • 2019
  • A novel theoretical solution is presented for created (zero initial radius) cavity expansion problem based on CamClay model and considers the effect of initial anisotropic in-situ stress and drained conditions. Here the strain of this theoretical solution is small deformation in elastic region and large deformation in plastic region. The works for cylindrical and spherical cavities expanding in drained condition from zero initial radius are investigated. Most of the conventional solutions were based on the isotropic and undrained condition, however, the initial stress state of natural soil mass is anisotropy by soil deposition history, and drained cavity expansion calculation is closer to actual engineering in permeable soil mass. Finally, the parametric study is presented in order to the engineering significance of this work.

Elasto-plastic solution for cavity expansion problem in anisotropic and drained soil mass

  • Li, Chao;Zou, Jin-feng;Li, Liang
    • Geomechanics and Engineering
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    • 제19권6호
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    • pp.513-522
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    • 2019
  • This study presents an elasto-plastic (EP) solution for drained cavity expansion on the basis of unified strength failure criterion and considers the influence of initial stress state. Because of the influence of initial consolidation of soil mass, the initial stress may be anisotropic in the natural soil mass. In addition, the undrained hypothesis is usually used in the calculation of cavity expansion problem, but most of the cases are in the drained situation in practical engineering. Eventually, the published solution and the presented solution are compared to verify the suitability of the study.

Drained cylindrical cavity expansion in K0-consolidated anisotropic soils under biaxial in-situ stresses

  • Cao, Xiaobing;Zhang, Junran;Sun, De'an
    • Geomechanics and Engineering
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    • 제28권5호
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    • pp.493-503
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    • 2022
  • Cavity expansion is a classical problem in the field of solid mechanics with a wide range of applications in geotechnical and petroleum engineering. A drained solution is developed for cylindrical cavity expansion in anisotropic soils under biaxial in-situ stresses using a K0-based anisotropic modified Cam-clay model (K0-AMCC). The problem is formulated by solving differential equations using an auxiliary variable, which provides analytical expressions for the volume and four stress components of the soil around the cylindrical cavity. The solution is validated by comparisons with existing well-developed solutions. The results show that the present solution well captures the cavity expansion responses in anisotropic soils under biaxial in-situ stresses, and removes limiting assumptions that the cylindrical cavity expands under uniform in-situ stress in isotropic soils. The elastic-plastic boundary of the expanding cylindrical cavity in K0-consolidated anisotropic soils under biaxial in-situ stresses is a circle rather than an ellipse in isotropic soils, and the mathematical proof is provided in detail.

지하수 주입실험을 통한 도로노면 하부의 공동 확장 평가 (Evaluation on Cavity Expansion under Pavement based on Groundwater Injection test)

  • 박정준;유승경;홍기권
    • 한국지반신소재학회논문집
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    • 제18권3호
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    • pp.79-88
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    • 2019
  • 본 연구에서는 도로노면 하부 지반에서 발생한 공동의 확장특성을 평가하기 위하여, 지하수주입 실험을 수행하였다. 즉, 공동체적에 비례한 일정량의 물을 단계별로 주입하고, 주입한 물이 배출됨에 따라 확대되는 공동을 모니터링 함으로써, 공동의 체적변화를 확인하였다. 실험결과, 지하수 주입에 따른 공동의 체적은 증가하다 수렴 또는 감소하는 경향을 나타냈다. 이는 지하수 주입 시, 공동이 확장되는 과정에서 주변의 이완된 지반이 일부 붕괴되거나 세립토가 주변 지반의 간극을 채우기 때문인 것으로 분석되었다. 또한 지하수 주입 단계에 따른 공동의 체적변화와 확장특성을 분석한 결과, 실험대상 공동은 횡방향으로 확장되는 것을 확인할 수 있었다. 그리고 지하수 유동에 따라 이완된 공동 주변지반이 붕괴되고, 붕괴된 토사가 공동하부의 지중으로 유실되는 과정이 반복됨으로써 공동이 확장되는 것으로 평가되었다.

도로하부 공동 내의 지하수 주입 실험을 통한 공동 영역 변화 연구 (A Study on the Change of Cavity Area through Groundwater Injection Test under Pavement Cavity)

  • 김상목;최현;윤진성;박정준
    • 한국재난정보학회 논문집
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    • 제16권2호
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    • pp.267-275
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    • 2020
  • 연구목적: 본 연구에서는 공동 영역의 변화를 규명하기 위해 GPR 탐사장비, 유량계, 천공기, 공내 촬영장비, 공동 형상화 장비 등을 사용하여 공동 체적에 비례한 일정량의 물을 주입하고, 주입한 물이 빠짐에 따라 확대되는 공동 영역 변화를 정량적으로 평가하였다. 연구방법: 지하수 주입에 의한 공동 체적변화를 살펴보기 위해 실험공 2개소에 대한 주입시간-주입유량-체적증가량을 측정하였다. 연구결과: 주입시간이 증가할수록 체적증가량은 감소하고 있으며 1시간 정도 주입하면 더 이상의 체적증가가 없음을 알 수 있었다. 결론: 주입실험을 통해 체적변화 양상을 분석하여 공동생성의 원인이 주변 지중 매설물에 대한 영향 유무를 판단할 수 있었다. 그리고 지하수 주입 시, 공동이 확장되는 과정에서 주변의 이완된 지반이 일부 붕괴되거나 세립토가 주변 지반의 간극을 채우기 때문이며, 지하수 주입 유량이 증가할수록 체적변화가 증가하는 것으로 미루어, 공동의 확장은 지하수 유동에 큰 영향이 있음을 알 수 있었다.

자연성 기흉으로 인한 대량의 혈흉 (Massive hemothorax resulting from spontaneous pneumothorax)

  • 홍지연;김수완
    • Journal of Medicine and Life Science
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    • 제17권1호
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    • pp.16-20
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    • 2020
  • Spontaneous hemopneumothorax is a rare disease, and it can cause life threatening condition. It is characterized by the accumulation of more than 400 mL of blood and air in the pleural cavity without any other apparent causes. A previously healthy 22-year-old female patient presented with acute chest pain and dyspnea. Chest X-ray and computed tomography revealed a massive hemopneumothorax in the left hemithorax. The images showed a completely collapsed left lung with right-sided tracheal deviation, several pleural adhesion bands, and fluid collection with air-fluid level. We emergently performed a closed thoracostomy, and then 560 mL of fresh bloods were initially drained. We considered an emergent video-assisted thoracoscopic surgery for pulmonary wedge resection and bleeding control because of the massive hemothorax. However, the patient's vital signs were stabilized after blood transfusion and supportive cares for re-expansion pulmonary edema. The patient discharged from the hospital on 11th in-hospital day after removal of the chest tube, and there had not been any recurrence of the pneumothorax for 10 months. We suggest that treatment strategy should be decided upon individually based on the patient's condition and clinical course of the disease.