After operating Early detection of slope movement and alarm system, it is found that several improvements are necessary. Especially, alarm criteria for slope movement is critical in reliable operation of the system.

To monitor structural responses and detect serious events, an image-based health monitoring technology for existing bridges has been developed. The image-based system allows users to connect and remotely control cameras in real-time. The developed system was successfully tested and verified in the test bed bridges. This paper presents the application examples of it.

Domestic infrastructure facilities were built intensively in the 1970s and 1990s, and the resources required for maintenance and repair will increase sharply within the next 20 years. ‘A Comparative Study on the Classification and Financial Size of SOC(2012)’ showed that the size of the domestic infrastructure facility is shrinking. In this study, we investigated the case of asset management research and analyzed the trend of the aging of the domestic infrastructure. And then we present the direction of future research.

This paper introduces and summarizes damage cases of cable for cable supported bridges. The damage cases of similar bridge types may become an important database in the maintenance and management of cable supported bridges in the future. It will also be used as a base material for improving and developing the technology of inspection and maintenance of cable supported bridges.

This study is for the damage with lack of drain pipe length and it is presented for the improved references which is ｢Design and management guidelines of road drainage facilities｣.

In this study, the case was analyzed for the repair of the reinforced earth wall during its construction. Such a problem is deemed to require more in-depth design and quality control.

Various methods were investigated to confirm the clogging of the drain hole of the concrete dam and recover it. The effects of drainage holes were investigated through re-drilling at the two locations.

Recently, KISTEC has developed and released seismic performance eavaluation s/w for water-pipe. The purpose of this study is to introduce the functions installed in the ASAD-W and verify the reliability of the ASAD-W by applying it to actual water-pipe.

The ground settlement has been occurred recently, therefore, it is necessary to conduct the safety inspection of ground settlement. This study suggests the case study on the ground settlement safety inspection.

In this study, a case study on the field survey method and repair and reinforcement method of reinforced earth retaining wall damaged by salinity was carried out.

In this study, for investigating the types of damages that can occur on the reinforced earth retaining walls, the results of field survey of reinforced earth retaining walls on the expressway where problems have been reported are summarized. The results of analysis on damage type and cause of reinforced earth retaining wall of highway are presented.

A new high-rise building in downtown before Underground excavation work, These steps are conducted such as RMR analysis, Schmidt Hammer Test, and Rock Mass Classification by Breakability, After that rock digging work will begin.

During the research period, error analysis of the amount of daily precipitation was performed with data obtained from 2DVD, Parsivel, and AWS, and from the results, 79 days were selected as research days. According to the results of a synoptic meteorological analysis, these days were classified into ‘LP type, CF type, HE type, and TY type’. The dates showing the maximum daily precipitation amount and precipitation intensity were ‘HE type and CF type', which were found to be attributed to atmospheric instability causing strong ascending flow, and leading to strong precipitation events. Of the 79 days, most days were found to be of the LP type. On July 27, 2011 the daily precipitation amount in the Korean Peninsula reached over 80 mm (HE type). The leading edge of the Northern Pacific high pressure was located over the Korean Peninsula with unstable atmospheric conditions and inflow of air with high temperature and high humidity caused ascending flow, 120 mm/h with an average precipitation intensity of over 9.57 mm/h. Considering these characteristics, precipitation in these sample dates could be classified into the convective rain type. The results of a precipitation scale distribution analysis showed that most precipitation were between 0.4-5.0 mm, and ‘Rain’ size precipitation was observed in most areas. On July 9, 2011, the daily precipitation amount was recorded to be over 80 mm (CF type) at the rainy season front (Jangma front) spreading across the middle Korean Peninsular. Inflow of air with high temperature and high humidity created unstable atmospheric conditions under which strong ascending air currents formed and led to convective rain type precipitation.

Four requirements for the operating and supporting system for sustainable landscape management will be discussed through this paper. The requirements are based on multiple case studies on the structure and the process of development of three organizations that have been contributing to the sustainable rural landscape management in Japan since 1989. The first requirement is that the residents should recognize regional problems and voluntarily organize a group which can properly deal with the problems. Secondly, members of the organization should have a solid grasp of the goal of their activities (or founding principal of the organization) and share it among themselves. Founding principal should include the history of natural circulation system in the area, cultural features and a future plan in association with human resources. Thirdly, the administration of the organization should be separated from the founder, the residents. The administration, such as business promotion, becomes more effective when consigned to a separate entity, not to the residents. Lastly, the interaction among separate entities is crucial to promote diverse activities for the local landscape management. The administrators and experts need to cooperate to draw a precise conclusion regarding the way of interaction. These requirements drawn from the Japanese case studies should be localized to the Korean circumstances for further adoption.