• 한국관개배수논문집
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• 제8권1호
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• pp.172-176
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• 2001

• 한국관개배수논문집
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• 제9권1호
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• pp.14-24
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• 2002

• 한국지반환경공학회 논문집
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• 제17권2호
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• pp.31-39
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• 2016

일반적으로 고함수비를 가진 연약지반의 경우 압밀 촉진을 원활히 하기 위하여 연직배수재를 주로 사용하고 있다. 부산 점토는 대심도 연약지반 아래에 존재하는 모래 및 자갈 대수층에 피압이 관측되었다. 그러나 연직배수재가 설치된 연약지반에 피압이 미치는 영향에 대한 조사나 연구는 미미한 실정이다. 따라서 본 논문에서는 연직배수재가 설치된 부산 낙동강 하구 연약지반에 피압의 작용 유 무에 따른 압밀 거동을 조사하기 위해 일차원 대형 컬럼 장치를 제작하여 점토지반의 압밀 거동 실험을 수행하였다. 실험 결과 최종 침하량은 피압이 작용하는 지반이 피압이 작용하지 않는 지반보다 더 크게 나타났다. 이는 피압의 상향침투로 인해 점토층의 유효응력이 감소하여 나타난 결과로 판단된다. 또한 피압이 작용하는 지반의 경우 과잉간극수압이 완전 소산되지 않고 잔류하는 것으로 나타났으며, 비배수 전단강도는 피압이 작용하지 않는 지반에 비해 상대적으로 낮은 값을 나타내었다.

• 한국재난정보학회 논문집
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• 제15권1호
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• pp.84-97
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• 2019

연구목적 : 연약지반의 압밀침하는 연약 점토층 상하부에 분포하는 지층의 투수성(경계조건), 점토층의 두께, 그리고 하중 재하 폭에 따라 간극수압 분포특성이 달라짐에도 불구하고, 현재 설계의 대부분은 점토층의 깊이에 따른 초기간극비가 일정하다는 가정 하에 제안된 Terzaghi 1차원 압밀이론에 의한 아이소크론(Isochrone)을 이용하여 압밀시간을 산정하고 있다. 연구방법 : 따라서 본 연구에서는 하중 재하 폭, 점토층의 두께, 그리고 점토층 하부의 배수조건이 변화할 때 발생하는 과잉간극수압 소산형태를 수치해석적 방법으로 점토의 깊이별로 시간에 따른 과잉간극수압 변화를 체크하고, 이를 Terzaghi 1차원 압밀이론에 의한 아이소크론과 비교 분석하여 합리적인 압밀시간 결정방법을 제시하고자 한다. 연구결과 : 본 연구 결과, Terzaghi가 제안한 압밀도-시간계수 곡선에 가장 이상적인 경우가 아닌 경우에는 Terzaghi 1차원 압밀이론에 의한 압밀도-시간계수 곡선, 압밀시간 산정에 유의해야 하며, 가능한 수치해석에 의한 압밀도-시간계수 곡선을 사용하여 압밀시간을 산정하여야 한다.

• Geomechanics and Engineering
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• 제35권4호
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• pp.385-393
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• 2023

To analyze the consolidation with horizontal sand drains, the plane strain consolidation model under multi-ramp loading is established, and its corresponding analytical solution is derived by using the separation of variables method. The proposed solution is verified by the field measurement data and finite element results. Then, the effects of the loading mode and stress distribution on consolidation and dissipation of pore pressure are investigated. At the same time, the influence of hydraulic conductivity and thickness of sand blankets on soil consolidation are also analyzed. The results show that the loading mode has a significant effect on both the soil consolidation rate and generation-dissipation process of pore water pressure. In contrast, the influence of stress distribution on pore pressure dissipation is obvious, while its influence on soil consolidation rate is negligible. To guarantee the fully drained condition of the sand blanket, the ratio of hydraulic conductivity of the sand blanket to that of clay layer k_d/k_v should range from 1.0×10⁴ to 1.0×10⁶ with soil width varying from 100 m to 1000 m. A larger soil width correspondingly needs a greater value of kd/kv to make sure that the pore water can flow through the sand blanket smoothly with little resistance. When the soil width is relatively small (e.g., less than 100 m), the effect of thickness of the sand blanket on soil consolidation is insignificant. And its influence appears obvious gradually with the increase of the soil width.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회 2차
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• pp.141-146
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• 2010

To investigate the effect of drainage spacing and smear on the rate of consolidation, a large consolidation chamber and mandrel insertion device were developed. After the occurrence of smear by installation of sand drain, model ground was consolidated in either overconsolidated or normally consolidated state. As smear effect increases and thus drain spacing decreases, total settlement increase in overconsolidated state but has no effect in normally consolidated state. Efficiency of vertical drain decreases and consequently consolidation time increases in all tests as smear effect becomes significant.

• 한국농공학회논문집
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• 제48권6호
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• pp.69-77
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• 2006

In this study, the large scaled model test improved by sand drain was carried out to clarify the internal behavior of the three-dimensional consolidation under different secondary consolidation periods. From the results of model test, the void ratio in the undrained side was lager than in the drained side. In addition, the unconfined compressive strength in the long-term consolidated specimen was larger than that in the short-term consolidated one. It was also found that the unconfined compressive strength was larger in the drained side than in the undrained side. These reasons are considered to be due to the large effective stress by quick pore water pressure dissipation by the short drainage distance in the drained side. Furthermore, in order to investigate the three-dimensional consolidation behavior of clay ground improved by the vertical drain method, the numerical analysis obtained from the three-dimensional elasto-viscous consolidation theory proposed by author (2006) were compared with the test results. It was found that during the three-dimensional consolidation process not only vertical displacement but also radial displacement occurs inside the specimen.

• 한국농공학회지
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• 제39권3호
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• pp.128-137
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• 1997

In this study, examined influence of consolidation effect that had affected by location of pump inlet that was set collection well for drainage of pore water discharged by embankment on soft ground through the field test. The results of this study are summarized as follows; 1 Initial consolidation curve value were larger than theoritic value, the cause of these phenomena were thought influence of secondary consolidation and three dimensional strain of soft clay. 2. The settlement value of Hosino method was larger than that of Hyperbolic method, but settlement value of Hyperbolic method was accurate more than that of Hosino method in the prediction of settlement. 3. When pump inlet in collection well came down from GL+O.3m to GL-1.5m, settlement value increased about 10cm and when the ground water level was made insitu after pumping had completed , settlement was expanded about 7~8cm. So it is found that location change of pump inlet bad an influence on settlement remarkably. 4. If location of pump inlet in collection well for large scale estate or wide road site is lowered than original ground level, the settlement will be accelerated effectively, and at this stage automatic pump must be used in pumping.

• 한국농공학회지
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• 제38권6호
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• pp.35-41
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• 1996

The theory of consolidation has been achieved remarkable development in terms of theory such as finite consolidation theory, two dimensional Rendulic consolidation theory. Though those theories are well defined, the analysis is by no means straightforward, because associated properties are very difficult to determine in the laboratory, Therefore Terzaghi's one dimensional consolidation theory and Barron's cylindrical consolidation theory are still widely used in engineering practice. The theoretical shortcomings of those consolidation theories and uncertainties of associated properties make inevitably some discrepancy between theoretical and field settlements. Field settlement measurement by settlement plate is, therefore, widely used to overcome the discrepancy. Ultimate settlement is one of the most important factor of embankment construction on soft soils. Nowadays the ultimate settlement prediction methods using field settlement data are widely accepted as a helpful tool for field settlement analysis of embankment construction on soft soils. Among the various methods of ultimate settlement prediction, hyperbolic method and Asaoka's method are most commonly used because of their simplicity and ability to give a reasonable estimate of consolidation settlement. In this paper, the reliability of hyperbolic method and Asaoka's method has been examined using analytical methods. It is shown that both hyperbolic method and Asaoka's method are significantly affected by the direction of drainage.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1995년도 봄 학술발표회 논문집
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• pp.3-14
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• 1995