• Geomechanics and Engineering
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• 제38권6호
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• pp.553-569
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• 2024

In recent tunneling projects, encounters with multi-layered strata have become more frequent as the desired scale of tunneling increases. Despite substantial practical experience, the design of large-diameter shield-driven tunnels often simplifies the surrounding ground as uniform, overlooking the complexities introduced by non-uniform geotechnical factors. This study comparatively analyzed the influence of design factors, particularly segment stiffness and joint parameters, on segmental lining behavior in layered ground conditions using numerical methods. A comprehensive parametric study revealed the significant impact of deformative interaction between the lining and the soft top soil layer on overall tunnel behavior. Permitting lining deformation in the soft soil layer effectively mitigated the induced internal forces but resulted in considerable tunnel lining convergence, adopting a peanut-shaped appearance. From a practical design perspective, application of a soft segment with lower stiffness near the stiff soil layer is an economically advantageous approach, alleviating internal forces within an acceptable convergence level. Notably, around the interfaces between soil layers with different stiffnesses, the induced internal forces in the lining were minimized based on joint rotational stiffness and location. This indicates the possibility of achieving an optimal design for segmental lining joints under layered ground conditions. Additionally, a preliminary design method was proposed, which sequentially optimizes parameters for joints located near soil layer interfaces. Subsequently, a specialized design based on the proposed method for complex multi-layered strata was compared with a conventional design. The results confirmed that the internal force was effectively relieved at an allowable lining deflection level.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1992년도 가을학술발표회 논문집
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• pp.75-86
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• 1992

The elevation of reclamation work in the coastal area for the industrial complex is determined through the investigation and review of marine conditions, drainage plan and fill materials. The embankment to be constructed with crushed stone on the soft soil should be safe against the wave force, immediate and long term consolidation settlement, overturning and sliding due to self-weight and other forces. Because of lack of fill material from the borrow pit, the soft marine clay to be dredged shall be used as the reclamation material. And Paper Drain Board is used as the improvement method for the deep soft clay strata.

• 대한수학회지
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• 제48권5호
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• pp.953-967
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• 2011

We show that the characteristic function $1S_{\underline{\alpha}}$ of any Harder-Narasimhan strata $S{\underline{\alpha}}\;{\subset}\;Coh_X^{\alpha}$ belongs to the spherical Hall algebra $H_X^{sph}$ of a smooth projective curve X (defined over a finite field $\mathbb{F}_q$). We prove a similar result in the geometric setting: the intersection cohomology complex IC(${\underline{S}_{\underline{\alpha}}$) of any Harder-Narasimhan strata ${\underline{S}}{\underline{\alpha}}\;{\subset}\;{\underline{Coh}}_X^{\underline{\alpha}}$ belongs to the category $Q_X$ of spherical Eisenstein sheaves of X. We show by a simple example how a complete description of all spherical Eisenstein sheaves would necessarily involve the Brill-Noether stratas of ${\underline{Coh}}_X^{\underline{\alpha}}$.

• Structural Engineering and Mechanics
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• 제84권5호
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• pp.699-706
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• 2022

Settlement control techniques are critical for the safety of shield tunnel constructions, especially for facing complex situations. In this study, the shield tunnel structure from Huaita east road station to Heping Road station in Xuzhou metro No.3 line (China) is taken as engineering background, which has various complex problems of the upper-soft and lower-hard composite stratum conditions, twin curve shield tunnels, and underpass the foundation of the piled raft. The deformation characteristics of shield tunnelling passing through buildings are explored. Subsequently, comprehensive research methods of numerical simulation and field measurement are adopted to analyzing the effectiveness of settlement control by using the top grouting technique. The results show that the settlement of the buildings has obvious spatial characteristics, and the hysteresis effect can be obviously observed in soil deformation caused by shield construction. Meanwhile, the two shield constructions can cause repeated disturbances, reducing the soil deformation's hysteresis effect. Moreover, the shield tunnel's differential settlement is too large when a single line passes through, and the shield construction of the outer curve can cause more significant disturbance in the tunnel than the inside curve. Notably, the proposed process control parameters and secondary topgrouting method can effectively control the deformation of the shield tunnel, especially for the long-term deformation.

• 한국조사연구학회지:조사연구
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• 제11권1호
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• pp.123-144
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• 2010

지역별 계층별 주거실태 파악을 위한 주거 실태 및 수요조사의 새로운 표본설계는 전국 16개 시도별로 조사결과의 독립추계가 가능하도록 설계하는 것을 원칙으로 하여 총 45개의 층으로 층화한다. 조사의 표본오차 관리 대상 변수로 주택사용면적, 가구소득, 가구주 소득, 가구 생활비 등을 고려하여 표본규모를 결정한다. 각 지역의 표본크기는 기존조사의 결과 중 상대표준오차를 이용하여 결정하고 세부 층에 대한 표본배정은 가구 수의 제곱근비례 배정방법을 적용한다. 표본조사구의 추출은 조사구의 크기에 비례한 확률비례계통추출법으로 추출하고 계통추출에 있어서는 추출단위를 분류지표에 따라 정렬한 후 추출한다. 주택의 재건축, 재개발 등의 변화를 반영하기 위해 신규 아파트 단지를 고려하되 주택은 멸실에 대한 자료를 얻기 어렵기 때문에 신규 주택은 고려하지 않는다. 가중값은 설계가중값, 무응답 조정, 사후층화 조정의 과정을 통해 추정량과 분산 추정량에 이용한다. 추정의 효율을 살펴보기 위해 분산추정량의 설계효과를 계산한다.

• Geomechanics and Engineering
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• 제37권3호
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• pp.293-306
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• 2024

Influenced by the alternating effects of dynamic and static pressure during the mining process of close range coal seams, the surrounding rock support of cross mining roadway is difficult and the deformation mechanism is complex, which has become an important problem affecting the safe and efficient production of coal mines. The paper takes the inclined longwall mining of the 10304 working face of Zhongheng coal mine as the engineering background, analyzes the key strata fracture mechanism of the large inclined right-angle trapezoidal mining field, explores the stress distribution characteristics and transmission law of the surrounding rock of the roadway affected by the mining of the inclined coal seam, and proposes a segmented and hierarchical support method for the cross mining roadway affected by the mining of the close range coal seam group. The research results indicate that based on the derived expressions for shear and tensile fracture of key strata, the ultimate pushing distance and ultimate suspended area of a right angle trapezoidal mining area can be calculated and obtained. Within the cross mining section, along the horizontal direction of the coal wall of the working face, the peak shear stress is located near the middle of the boundary. The cracks on the floor of the cross mining roadway gradually develop in an elliptical funnel shape from the shallow to the deep. The dual coupling support system composed of active anchor rod support and passive U-shaped steel shed support proposed in this article achieves effective control of the stability of cross mining roadways, which achieves effective control of floor by coupling active support and preventive passive support to improve the strength of the surrounding rock itself. The research results are of great significance for guiding the layout, support control, and safe mining of cross mining roadways, and to some extent, can further enrich and improve the relevant theories of roof movement and control.

• 한국주거학회논문집
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• 제23권2호
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• pp.1-14
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• 2012

In Korea, apartment complexes are built according to the social strata for which they are intended to house, thus the buildings tend to separate society both physically and even visually. Because of the sense of social exclusion this has caused the government has conceived a plan to develop a "social-mix" apartment complex master plan. Perhaps the foremost example of this type of plan is the Seoul Eunpyeong New Town. This study examines how resident's perception of the social mix plan has evolved, and also attempts to better understand the effectiveness of the government's attempt at social integration. The result shows that the perception of social-mix housing has improved after residents moved into the Eunpyeong New Town and that people responded positively to the concept of actually mixing residents socially. From the result, we can see that the visually unexposed environmental elements of rental housing and socials exclusion which was felt in the past has been reduced to a certain extent. However, residents living in solid-lot apartments have a negative reaction to social mixing especially when they are in the same building. Therefore, to achieve better social integration in a socially-mixed apartment complex, we need now to change the perception toward socially mixed housing among the residents living in solid-lot apartment buildings.

• 한국지반환경공학회 논문집
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• 제24권10호
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• pp.51-58
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• 2023

지진 시 상부구조물을 지지하는 무리말뚝의 동적거동은 상부구조물의 관성력과 지반의 운동력에 의해 서로 다른 복잡한 동적 메커니즘에 영향을 받는다. 지진 시 상부구조물의 관성력과 지반의 운동력에 의한 지반, 말뚝기초, 상부구조물의 상호작용을 고려하여 말뚝기초의 동적거동을 분석하는 방법으로 동적 p-y 곡선이 사용되고 있다. 말뚝기초의 동적 p-y 곡선을 확인하기 위한 대부분의 연구는 사질토 및 점성토로 이루어진 단일지반에 설치된 말뚝기초를 대상으로 확인되었을 뿐 다층지반에 설치된 말뚝기초의 동적 p-y 곡선을 확인하기 위한 연구는 미비한 실정이다. 이에 본 연구에서는 서로 다른 상대밀도를 갖는 이층지반의 상·하지반의 지층비가 상부구조물을 지지하는 무리말뚝의 동적거동에 미치는 영향을 확인하기 위해 1g 진동대 모형실험을 수행하였다. 그 결과 지층비가 증가할수록 지반, 말뚝캡, 상부구조물에서의 최대가속도는 증가하고, 말뚝기초의 최대휨모멘트의 발생 위치는 변화하는 것으로 나타났다. 그리고 말뚝기초의 동적 p-y 곡선의 기울기는 지층비에 따라 감소 및 증가하는 것으로 확인되었다.

• 근관절건강학회지
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• 제28권2호
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• pp.91-101
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• 2021

Purpose: This study was conducted to identify factors related to osteoporosis prevalence in postmenopausal women. Methods: This study was a secondary analysis research using data from the Eighth Korea National Health and Nutrition Examination Survey (KNHANES VIII-1), 2019, which were downloaded from the KNHANES website. The subjects of this study were 1,791 postmenopausal women who participated in the KNHANES VIII-1, 2019. Data analysis was performed using the IBM SPSS 21.0 program and complex sample design analysis was performed considering factors such as weight, cluster, and strata. Results: Osteoporosis prevalence of in postmenopausal women was 17.5%. Factors related to osteoporosis prevalence were age (65~74 years old, ≥75 years old), house income (low), household type (one-person household), postmenopausal period (10~19 years), drinking (non-drinking). Conclusion: Interventions for osteoporosis prevention and management in postmenopausal women need to focus on women less than 10 years after menopause and one-person household women. Furthermore, it is necessary to expand bone density testing for the early detection of osteoporosis in postmenopausal women.

• Journal of the Korean Data and Information Science Society
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• 제20권6호
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• pp.1155-1167
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• 2009

2007년 경북인의 생활과 의식조사를 위한 표본설계를 연구하였다. 기존 조사에 대한 분석을 바탕으로 새로운 표본설계를 위한 여러 가지 사항을 검토하였다. 최근 시행된 2005년 인구주택총조사의 10% 표본조사자료를 조사모집단으로 사용하였고, 2006년 조사결과를 바탕으로 3가지 주요 항목 (경제활동상태, 연간소득수준, 주택소유)을 이용하여 표본조사구수에 대한 추정의 정도를 제시하고, 여러가지 층별 표본 배분을 검토한 후 비례배분을 사용하여 층별로 표본을 배분하고 적절한 표본의 크기를 결정하였다. 새로운 표본설계에서는 가중치를 계산하였고 이를 이용한 추정량과 추정오차 공식을 유도하여 기존의 단순집계를 벗어나 시군별 그리고 특성별 추정과 추정의 정도에 대한 평가를 가능하게 하였다.