The main goal of this research was to develop a Golf course planning Methodology in terms of use and preservation of natural resources which consider balance of Ecosystem. This study suggested the necessity of analysis of natural resources in the development site prior to its planning. The analysis will give a benefits both the profits of private enterprise and national interests for reuse of natural resources. Study site was planned region of Kyungpook Country Club, which located near Weagwan. In connection with this study, natural resources which will reuse in the planning stage and soil status in the development site were analyzed.

The purpose of this study is to establish more rational and practical planning theory for amusementpark. It analyze and considerate the fluctuation of the people who come and use a Tong-Ch'on amusementpark. The results drawn from this research work are as follows ; There are considerable correlation between use fluctuation and some factors. The factors are season (spring, summer, autumn) as a time, temperature, cloud amount, duration of sunshine, weather (rainy day) as a climate and date (weekday, holiday) as a social system. The important variables are temperature, cloud amount, duration of sunshine and date (week day, holiday) to estimate the user of amusementpark. I can reduce the following two types of regression models. 1. () 2. () Y ; Number of User TEM ; Temperature CLO ; Amount of cloud SUN ; Duration of Sunshine WI ; Weekday W3 ; Holiday Those model is inorder to estimate the user for management of Tong-Ch'on amusementpark and use on the computation of facility size for reconstruction. Besides the amusementpark, city park and outdoor recreation area could estimate of user throuth this method. But, I am not sure about the regression models because I didn't apply the regression models to the other amusementpark, city park or outdoor recreation area. Therefore, I think that this problem needs to study in the future.

This is a study on a landscape planning along the street 1~4, which are gateways to Taegu city and an important scenery. Therefore, emphasis was given to provide a bright, clean and beautiful first impression to visitors and citizens. The area is being developed for education and athletic park. Plans to construct a fountain, pergolas and a pond were set up to complement the active and passive facilities to the existing a athletic facilities in the area. Since D part in the area have alkali soil (pH 8.1), soil amendment is necessary for successful growth of trees and ground covers. When the area is filled or added with new soil for soil amendment, it will be important to use fresh soil which can support plant growth. It will be ideal to use ground covers and shrubs on the existing retaining walls along the street for keeping natural vegetation and slope stability instead of further cutting and reconstruction. It is not reasonable in technical and economic sense to remove rocks of the slope for planting trees. In order to harmonize plant color distribute, tall needle and broad leaf trees in the background as a screen, flowering trees were arranged in groups at front, and annuals were mass-planted along the footway. Natural-form-trees will be planted because they not only serve as a greenbelt but also are more economics in maintenance than formative trees.

국가 전략적 차원에서 전체 사회기반시설물에 대해 미래에 필요한 유지보수 예산 파악하는 것은 매우 중요한 부분이다. 그러나 현 재 국내에서는 전체 대규모 시설물에 적용할 수 있는 유지보수비용 예측 기법이 거의 전무한 실정이다. 본 연구에서는 현재 국내에서 가용한 자 료와 적용 가능한 예측모델을 토대로 우리나라 전체 향후 SOC 시설물에 대한 향후 유지보수 투자 규모를 예측하였다. 실제 지출비용과 비교하 여 가장 적합한 예측모델을 선정하고 관리주체에서 과거에 지출한 유지보수비용 자료를 이용하여 일부 모델은 개발하여 교량, 터널, 포장, 항 만, 댐, 공항, 상수도, 하천, 항만 등의 사회기반시설물에 대한 최적의 미래 유지보수 비용을 산출하였다. 앞으로 10년간 총 비용예측결과, 8종의 사회기반시설물에 대하여 약 23조원이 필요한 것으로 나타났으며, 가장 비용이 크게 발생하는 시설물은 도로포장, 도로교량으로 나타났다.

In this study, we analyzed the effect of the drainage slope to collapse. The presence of drainage has a low correlation with the collapse of the slope. But drainage of the drainage has an important role in preventing the decay slope. Therefore, the drain state is very important in order to evaluate the drainage.

In this study, weight of assessment items for rock and soil slopes is deducted using AHP(Analytic Hierarchy Process). And also, weight of each performance for final evaluation is analyzed. As a result, tension crack and ground deformation make up a large proportion in all slopes, and weight of each performance based on the location of the slope does not show a big difference.

Since the ground subsidence frequently occurs caused by water and sewage pipeline leakage, this paper reviews current maintenance management regulation, legislation related to water and sewage pipeline measurement for maintenance in practice to prevent and manage this phenomenon. Analysis of current system shows the difficulty of ground subsidence evaluation and importance of the law which is now being established has been emerged. In addition, it is determined that the regulation contains specified content with specific range of water and sewage pipeline is required for its maintenance.

Recently, as ‘ground subsidence in urban area’ problem become social issue, Central & Local Government examined current state of ground subsidence. As a results, It is revealed that 1)sewage pipeline damage, 2)excavation work of surrounding pipeline, and 3)water pipeline damage were main reason of subsidence. This study is going to present weak-point for each type of pipeline in the case of water pipeline monitoring, by analyzing current state materials of water pipeline leakage work of ○○city, to prevent ground subsidence from water pipeline leakage.

The Characteristics of water catchment terrain on the cut-slopes of general nation road was analyzed. As the water catchment terrain increased the frequency defects on slopes are increased, and it shows a linear increase pattern. As a results of analyzing the location of water catchment terrain, when the intersection line of water catchment terrain located in the slopes the frequency defects were higher then it located top of slopes. also the types of defects were different.

Evaluation criteria for rockfall is proposed using 137 real data. Rockfall data was classified 3 categories considering damage level of rockfall protection fence, and rockfall energy for each was made a calculation. In results, 50kJ, 70kJ and 117kJ of rockfall energy are proposed as evaluation criteria.

The change of paradigm to performance-Based evaluation system for maintenance of SOC infrastructure is the effective way to invest limited financial. Selecting of the evaluation items is very important to develop a comprehensive performance assessment techniques and it determined by Delphi analysis. Also, to analyze the importance of the performance items, the AHP analysis was performed.

Evaluation items were deducted by based on literature materials to supplement the evaluation system of rock cut-slope in national road. Delphi survey of experts were conducted to review the final evaluation items. As a result of reviewing the significance through stepwise multiple linear regression, all of deducted items were statistically significant because these had lower P-value than 0.05. And It was confirmed that the items were selected appropriately as they had relatively similar levels of the weight.

Currently internal harbor and fishing port facilities are being maintained with the "Safety inspection and in-depth safety inspection detailed guideline" This is provided with the evaluation focusing on the safety and durability of the structure, based on the usability are not presented. In this study, we derive the evaluation items of the harbor and fishing port facilities for the transition from the maintenance of the existing system to the performance-based safety and maintenance system.

Since the 1970s, construction projects of SOC infrastructure have began rapidly. therefore, it is expected that the proportion of infrastructure using for more than 30 years will be increased in an instant. Because an aging infrastructure can greatly damage the national economy and people, maintenance of the infrastructure is essential. In this paper, performance-based evaluation items for maintenance of SOC(Social Overhead Capital) infrastructure and the process of calculating the weights of each items by using the AHP(Analytic Hierarchy Process) method are introduced.

This research project is to be carried out to propose the methodologies for improving the structural maintenance system by performance concepts consideration. The main contents of this project are performance(Safety, Durability, Serviceability etc) based management methodology. If this project is performed successfully, it is expected that the infrastructures can be effectively managed in Korea.

In this study, we conducted a pilot basis for the census debris flow hazard zone is located on the roadside in some national road. Valley part by usage data for 154 points by calculating the risk and damage was also selected for the debris flow prevention research priorities. This databased to be able to systematically manage a debris flow that may occur on the national roadside.

In this paper, the strategy of the research project was introduced to develop the safety evaluation factors and the monitering system of underground lifelines against the ground subsidence. This study will be carried out in three steps of concept design, critical technique development and technique verification.

This research project is to be carried out to propose the methodologies for improving the structural maintenance system by performance concepts consideration. The main contents of this project are performance based management methodology, report card for infrastructures etc. If this project is performed successfully, it is determined that the infrastructures can be effectively managed in Korea.

In this study, evaluation factors(internal and external) and research plan for slopes were introduced to develop the performance-based slope evaluation methodology along the road and railroad. This study will be conducted in three stages of concept design, critical technique development and technique verification.