PURPOSES : In this study, a Design Support Automatic Program for NATM (new Austrian tunneling method) tunnels based on BIM that can generate shape information including property information via the development of BIM libraries and the construction of a library design support automatic program is developed. METHODS : In this study, the abovementioned program is developed as an add-in Revit program. AutoDesk's program has the highest utilization rate, and it allows support tools to be added easily. Construction information classification based on WBS(Work Breakdown Structure) is developed. Subsequently, library construction and program development algorithms are developed. RESULTS : The automatic program constructs a library that reflects geometric characteristics through the construction of a library automatic module as well as generates three0-dimensional (3D) shape information by mapping between the constructed library and 3D informal alignment. The proposed program can automatically assemble a constructed library through the development of an algorithm for generating sequences of 3D shape information and automatically place models on a 3D terrain. CONCLUSIONS : The proposed automatic program can be designed and changed easily. It is expected to contribute to improvements in the speed of 3D NATM tunnel modeling and the efficiency of NATM tunnel design.

The infrastructure that man absolutely needs creates a lot of environmental load. The environmental load is quantified global environment pollution. So we can use LCA method for assess and control environmental load. In this study, we developed the environmental load estimating model to evaluate quickly in design stage when maintaining infrastructures facilities. Especially, we chose NATM tunnel because it is economical and there are many example of construction on public roads and expressway. First, we made a list of the breakdown cost by using collected unit cost of Korea Expressway Corporation and Seoul-Si about tunnel maintenance. So we chose major work classification. We selected the major classification such as pavement repairing inside tunnel, leaked surface treatment of tunnel, attached tile repairing inside tunnel and tunnel cleaning etc. We excluded concrete repairing because it is not easy to define maintenance factor about concrete repairing. Next, we made data bases of standard supply and resources need by specialist work classification. Using data bases, we was able to estimate environmental load by designating an input variable such as lane, pavement, length, tile repairing, leaked surface treatment and cleaning method. Lastly, we made environmental load estimating model after it is verified by comparing the results with the actual environmental load and estimated environmental load. Finally, our goal of this study is to develop the methodology that easily estimates the environmental load. Accordingly, the environmental load will be decreased by using this model in stage of planning, design and maintenance. Also, it is expected that the maintenance management estimating model developed from this study will be possible to do eco-friendly management of the road and tunnel construction.

합성된 스테인레스 스틸에 대한 NATM(New Austria Tunnel Method) 수지의 기계적 특성은 SEM, FT-IR, 인장특성, 그리고 [NCO]/[OH]의 mole %, 입도분석에 의해 측정하였다. 친환경적인 NATM에 관한 관심이 고조됨에 따라 스테인레스 등의 금속에 코팅하는 무용제 도료를 합성하였다. 폴리올, IPDI, 충진제, 실리콘 계면활성제, 촉매 등이 함유된 기존 NATM수지보다 폴리올, MDI, 충진제, 실리콘 계면활성제, 촉매, 가교제가 함유되어 합성된 NATM 수지의 도료가 내구력과 강도가 양호하였다. 견고한 NATM 수지의 기계적 특성은 가교와 [NCO]/[OH]의 mole%가 증가함에 따라 강도가 증가하였다. 결론적으로 NATM의 가교된 미세조직는 스테인레스 스틸 같은 금속물질 코팅에 좋은 물질이다.

The physical characteristics of polyurethane were examined by SEM, FT-IR tensile strength and mole % [NCO/OH]. Growing concerns in the environment-friendly architecture and public works have led to the development of solvent-free formulations that can be cured and foamed in air. Compared with general packing materials, this resin is much stronger in intensity and much longer in durability. Polyurethane foam resins were mainly composed of polyol, MDI, silicone surfactant, fillers, catalyst and blowing agent. The rigid foam of polyurethane in mechanical characteristics were due to chain extender and the increase of mole % [NCO/OH]. The change in the microstructure of polyurethane should be taken into account when considering the process of construction and durability through the polyurethane polymer resin in lots of industries.

NATM터널의 경우 대부분 산악지역에 위치함에 따라 배수형 터널이 지배적이다. 그러나 NATM 터널에서의 배수기능 저하와 수압작용, 이에 따른 라이닝 변상(누수, 백태 등)이 다수 보고되었으며, 매년 내구성과 사용성 확보를 위한 유지관리 비용이 투입되고 있다. 본 연구에서는 고속철도 NATM 터널을 대상으로 최근 실시한 정밀안전진단 결과를 활용하여 횡배수관 막힘 현상과 지보패턴과의 상관관계 분석사례를 소개하고 향후 개선방안에 대한 연구방향을 제시하고자 한다.

터널은 지하수 처리방법에 따라 배수형 및 비배수 방수형식으로 구분된다. 배수형 방수형식 터널은 콘크리트 라이닝 배면의 지하수에 대한 수압을 고려하지 않으므로 대단면 터널 및 얇은 라이닝 콘크리트 두께 등 터널형상 선정에서 자유롭고 경제적인 장점이 있다. 하지만 터널의 배수시스템에 문제가 생기는 경우 라이닝 콘크리트 배면에 지하수로 인한 수압으로 장기적인 측면에서 터널의 구조적 안전성에 영향을 주기 때문에 터널의 내구연한 동안 배수시스템에 대한 유지관리와 문제 발생 시 적절한 보수, 보강 방법의 적용이 필요한 실정이다.

Safety, Durability, and Usability of the Concrete Structure affecting among, there are crack and leakage the main damage is crack and leakage. Especially, Leakage is accompanied by Efflorescence, and provoke steel corrosion, exfoliation. This leakage is leaked to the exterior of the concrete surface in the shape of line or face, the method of repair varies with the shape of leakage. Accordingly, this paper will introduce case analysis of the shape of the water leakage to water leakage site in the lining structure of the NATM tunnel for utilize investigation method and basic data for the method of repair.(leakage, Efflorescence)

The clogging of transverse drainage pipes in NATM tunnel is attributed to the hydraulic pressure generated on the outside of lining concrete and affects the safety of the whole structure in the long term, necessitating a keen attention in terms of its maintenance. Accordingly, this paper will introduce an analysis on the effect of the clogging of transverse drainage pipes on the lining structure based on the comparison between the inspection of the clogging of transverse drainage pipes and the visual inspection (leakage, efflorescence).

The latest precise inspection for safety and diagnosis has found the clogging of transverse drainage pipes in NATM tunnel, resulting in hydraulic pressure generated on the outside of lining concrete that poses a safety threat to the tunnel structure. Accordingly, this paper aims to conduct a safety analysis on using NATM tunnel that currently suffers the clogging of transverse drainage pipes based on its numerical analysis.

Since the 30-year-old facility is expected to surge from 10.5% to 23.9% in 10 years, the new evaluation system is needed to establish efficient maintenance system for securing the safety and extending the life span of existing facilities. In this study, Delphi and AHP(Analytic Hierarchy Process) was conducted to provide a systematic new evaluation system for the NATM tunnel, which is the most frequently constructed structure of the existing tunnel. Since the existing assessment systems are limited in scope of evlauatuon criteria, the survey was conducted in conjunction with closed questionnaires on existing items and open questionnaires for eliciting new items. In results, suitable evaluation factors were derived for the NATM tunnel through the validation of the survey results. Also after calculating weighted value of the derived assessment item using AHP technique, a new evaluation system is proposed to meet the characteristics of the NATM tunnel, so that they can be used as reference materials for revising and supplementing detatiled guidelines in the future.

Recently, the problem about a structural safety of the tunnel lining concrete is much raised. Thus, in this paper, We introduce a safety analysis case about an insufficient filling of the road tunnel(NATM) lining concrete for numerical analysis.

본 연구는 경부고속철도(대구~부산) 도심통과 노반신설 공사중 기존 부산지하철 1호선 및 부산지하철 2호선 구간에 대한 안정성에 관한 연구로서 현장조사를 실시하여 대상시설물의 외관상태, 품질상태 및 내구성능 등을 평가하고 MIDAS/GTS를 이용한 수치해석을 통해 대상시설물 및 본선터널의 안정성을 검토하는데 그 목적이 있다. 지하수위 하에서 터널이 시공되는 기본 메카니즘과 3차원 유한요소해석 응력-간극수압 연계해석을 수행한 후 라이닝 작용하중, 막장안정성, 지표침하 등 지하수와 터널굴착의 상호관계를 고찰하였다. 수치해석의 결과 1, 2호선의 최대침하, 부등침하, 라이닝응력 등은 허용치 이내이며 손상정도는 무시할 수 있는 정도의 경미한 것으로 나타나고 있다. 그러나 실제 터널 시공시 막장거동을 최소화하기 위하여 필요시 Pre-Grouting을 시행하여 터널 굴착시 터널내 유출수를 최소화하는 것이 필요할 것으로 판단된다.