This paper is an attempt to find/make an entrance to John Hejduk's architecture. Based explicitly on both Karl Popper's model of knowledge production called 'conjecture and refutation' and Harold Bloom's theory of poetry called 'revisionism', this paper, in order to produce a new problem, mainly deals with an existing knowledge as an object to refute, that is, Michael Hays' interpretation of Wall House by Jacques Lacan's notion of the gaze, Hejduk's a pivotal architectural finding. The arguments underlying this paper are two: First, Hejduk, just like this paper, follows Popper's model and Bloom's theory in conducting his own architectural research. Secondly, he takes what might be called artist's attitude when absorbing previous knowledge and producing new one. These two arguments are made in the first part and then served as a basic propositions for further arguments. In the process of criticizing the way in which Hays explicates Hejduk's Wall House, this paper reaches two main arguments. First, Lacan's notion of the gaze is not proper specifically for the explication of it. However, it may be useful and even promising when dealing with other works such as Subject/Object and House of the Inhabitant Who Refused to Participate. Secondly, Freud's notion of 'uncanny', arguably Hejduk's strong architectural orientation, may serve much better as a main gate among possibly many ones in trying to open his architecture. It is considered that this might also serve as an important clue to solving mysticism remaining yet untouched in his architecture.

In this study, propose a building Online system based on information sharing that minimizes the unnecessary expenses used to for the management of slope face-map newly created through new road, extension and linear improvement. Also, as a result of the economic feasibility analysis by quantitatively estimating the initial invest costs and the benefits resulting from the cost reduction, the B/C ratio is evaluated to be 1.0 or more after 2 years, be used to effective management plan.

In this study, propose a building Online system based on information sharing that minimizes the unnecessary expenses used to for the management of slope face-map newly created through new road, extension and linear improvement. Also, as a result of the economic feasibility analysis by quantitatively estimating the initial invest costs and the benefits resulting from the cost reduction, the B/C ratio is evaluated to be 1.0 or more after 2 years, be used to effective management plan.

In this study, we grasp the present conditions of ‘Large-scale Slope’ located on the national highway and analysis countermeasure method applied collapsed slopes during the past three years. Through this analysis, we can find suitable Countermeasure Method by collapse mode, and utilize as a reference data when maintenance the slopes.

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.

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 cut slope distributed in domestic, which have single horizontal extension over 200m and 50m of vertical height are classified into 2nd class facility by <Special Act On The Safety Management Of Structures>. Collapse of these cut slope occurs by thaw, rainfall, soil characteristics. Recently, frequency of small size cut slope collapse is increasing. Accordingly, central government partially revised <Special Act On The Safety Management Of Structures> with the contents of expansion of 2nd class facility's scope and standard and it is expected to be an effective maintenance and management measures of cut slope. Therefore, this study analyzed distribution type and characteristics of the national highway cut slope within the scope of relevant laws and regulations based on the status data of 2nd class facility (cut slope) to examine the maintenance status.

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.

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.

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.

In Korea, the anchor pull-out tests apply overseas standards because there are no suitable standards for domestic. Therefore, according to the standards, parameters of ground and anchor force appear differently. In this study, we've compared the field tests conducted in Korea with the field tests of Europe, Hong Kong and Japan and established a pull-test standards being suitable for domestic. Also, we've proposed a research plan using analysis results.

Surface of slope have occurred necessarily in regard to constructing road in South Korea which consist of 70% of mountain. Recently, large cut slope's formation increase because of increasing construction of the wide width road. therefore, the importance of maintenance have risen because the bigger scale of slope, the higher risk of collapse and damage increase. Korea Government have designated the large scaled cut slope to manage the slope which have the length of over 200 meters and the height of over 50 meters in accordance with 「Special law regarding facility safety management」. In this study, of the total number of 146's large scaled cut slope which is located at general national road in south korea, the slope dropped safety grade according to time flow was classified as joint, crushing and weak rock slope. moreover, weakness factors which influence the falling down safety grade were analyzed defending on the kind of rocks.

최근 많은 연구를 통해 비탈면의 우기시 안정성 검토 방법이 기존의 해석 방법에 비해 강우를 고려한 침투해석이 보다 경제적이고, 현실적이라는 주장이 제기되고 있다. 최근 개정된 건설공사 비탈면 설계기준에서도 보다 현실적인 안정성 검토를 위해우기 시 강우를 고려하여 침투해석을 실시할 수도 있게 개정되었다. 그러나 침투해석 과정에는 지반의 불투수특성과 강우강도등 고려되는 인자들로 인해 그 과정이 복잡하다는 애로사항이 있다. 본 연구에서는 침투해석을 이용한 보다 효과적인 안정성 검토 방법을 제시하기 위해 흙의 종류와 지속강우 특성에 따른 침투 조건을 변화시켜 일반적인 침투양상을 파악하였다. 그 결과를 이용하여 지표면까지 포화된다는 가정하에 해석을 실시할 수 있는 조건을 제시할 수 있었다.