• KOREAN JOURNAL OF CROP SCIENCE
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• v.36 no.4
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• pp.360-365
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• 1991

This experiment was conducted to determine mechanized seeding ability of barley drill seeder on the seeding time, growth and yield of sorghum-sudangrass hybrid. The time required for machine drill seeding was 42 minutes per l0a which was one-thirteenth of the time required by the manual drill seeding, and percentage of seedling establishment by machine drill seeding was better than that of manual drill seeding. Leaf area index in seeding rate with 30 x 5cm and 40 x 5cm of machine drill seeding was higher than those of manual drill seeding, the leaf distribution was better and the total nonstructural carbohydrate content of stubble after cutting was short increased than that of manual drill seeding, Content of feed composition was not significantly different between manual and machine drill seeding. At seeding rate of 40 x 5cm of machine seeding. dry matter and TDN yield were increased to 29% and 30% respectiyely, than those of manual drill seeding.

• Korean Journal of Construction Engineering and Management
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• v.15 no.5
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• pp.71-81
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• 2014

As domestic construction investment has been gradually reduced, the issue of expanding overseas CM market has increased. Strengthening CM capability from the view point of project life-cycle is required in overseas CM market. However, current regulations institutionally force public CM services to focus on the construction phase. Therefore, Korean CM firms can hardly have the opportunities for accumulating technical competitiveness especially for pre-construction phase. Result of this study shows that the total efforts in terms of man-hours for the construction phase is found to be more than 78 percent in domestic public CM projects. In this context, this study proposes the policies and tasks for improving 'rigid man-hour placement', 'unreasonable CM fee standards', 'CM firm selection method', 'unreasonable business scope decision', and 'evaluation of owner's project management capability' in order to improve domestic CM Industry as well as to expand overseas CM market successfully.

• Korean Journal of Construction Engineering and Management
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• v.13 no.4
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• pp.16-24
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• 2012

The objective of this paper is to suggest the improvement of estimating system for construction management (CM) service fee through the analysis of the previous literatures and criteria and case study. In order to do this, this paper considered the relevance of existing criteria to estimate the CM service fee, the condition of input ratio of engineering resources in the real cases, and current utilization strategy of nonresident technical engineers. Based on the analysis, the following problems were identified; a) the different estimating system for CM fee and construction supervision fee, b) impractical estimating system for the CM fee, and c) inappropriate allocation of human resources for CM. Consequently, this paper suggested the following 4 items for the improvement of the existing system; (1) modification of the current structure of CM fee calculation, (2) rationalization of current level of the CM fee which is required to be raised approximately 5.4 percent compared to design or supervision fee, (3) securement of elasticity of the input ratio of engineering resources from the inception phase, and (4) development of the utilization strategy of nonresident engineers based on the technical requirement of the jobsite. Thus, it is anticipated that this research would affect the compensation package of CM in order to make the estimation process of CM service fee more efficient and to revitalize CM as business.

• Construction Engineering and Management
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• v.21 no.1
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• pp.20-22
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• 2020

• Korean Journal of Construction Engineering and Management
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• v.14 no.4
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• pp.65-72
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• 2013

While growth of domestic CM market has slowed down due to economic recession, it recently shows sign of scale as some public agencies are relocating their headquarters. Since the introduction of CM system, a number of client organizations have acquired construction project management capabilities, however, sufficient efforts are not made to estimate the size of construction project management organization. This study drew a method for estimating the size of the organization managing construction project by utilizing statics analysis and project costs per member based on 10 public construction projects and tried to review applicability through case studies. With this study, we would like to make a contribution to achieving smoother work performance and success of the construction project by estimating and allocating proper scale of management workforce.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2006.11a
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• pp.554-558
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• 2006

Construction Industry has become bigger, sophistication and specialization. At the same time, the concerns of Construction Management for achieving the goal of quality, cost & air are getting higher. Therefore it is demanded technology to conduct the CM works continuously in the Industrial world and be in process of education to train specialists. Studies are also been doing for it. But infrastructure circumstances are insufficiency comparing with the interests of construction industry. It is needed the scheme of education system to improve the above mentioned problem and to raise education quality standards. Consequently, the study is for E-learning education system. Because this system can help to save cost and to overcome the limits of time and spaces for existing off-line education. The study will present e-learning system architecture model to activate Construction Management education considering the distinctive features of CM.

• Construction Engineering and Management
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• v.15 no.2
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• pp.9-12
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• 2014

• KSCE Journal of Civil and Environmental Engineering Research
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• v.38 no.5
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• pp.721-731
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• 2018

Manpower in domestic construction sites is becoming more and more aging. Various methods have been devised to prevent productivity and quality deterioration of construction due to absence of skilled workers and difficulty in supplying manpower. Especially, many researchers study various methods such as Machine Guidance (MG) and Remote Machine Control to improve productivity and quality. Although many prior studies have been conducted since the advent of MG, There is lack of field test in a difficult site to stakeout. In this study, field test of MG excavator was carried out at difficult site to stakeout, and productivity analysis and quality evaluation were conducted. As a result of the analysis of productivity, the minimum value was 20.5%, the maximum value was 56.9%, and the average productivity in 4 days was 38.3% higher than the standard product. As a result of the analysis of quality, the horizontal error ${\pm}1cm$ and the vertical error ${\pm}2cm$ confirmed in the previous study were verified.

• Korean Journal of Soil Science and Fertilizer
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• v.12 no.4
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• pp.169-178
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• 1980

Ammonium nitrate explosion technique was applied to seek a convenient method for the establishment of orchard on the undulating to rolling land or hill side of Pogog clay loam soil (Fine Aquic Fragiudalfs : Planosols) having high bulk density and low permeability. Explosions were made by three ammonium nitrate explosives placed in the bottom of 90cm deep auger hole with every 2m interval (Explosion I) and 4m interval (Explosion II) respectively. The effect of the explosion on physical properties of the soil was investigated and compared with the effect induced by manual digging, excavation of $1m{\times}1m$ in diameter and depth (Manual digging I) and trenching of $1m{\times}1m{\times}25m$ in width, depth, and length (Manual digging II) respectively. The results investigated after 7 months from the treatments are summarized as follows : 1. The explosion or manual digging reduced bulk density and hardness, whereas the treatments increased porosity, hydraulic conductivity, and available moisture-holding capacity of the soil. 2. The explosion of 4 m interval improved physical properties of the soil to optimum level up to 70cm of the distance from the explosion core in the range of depth 0-60cm, while in the case of depth from 60 to 100cm the optimum level was achieved only within 50cm radius. 3. When exploded in 2 m interval, the effect in the 0-60cm depth was overlapped between two explosion cores. The effect in the depth between 60 and 100cm, however, was found to be independent of the explosion intervals. 4. The manual digging was only costly and laborious but effective only within the work-up zone. 5. For the soils having bulk density higher than $1.4g/cm^3$ after the treatments, the field capacity determined 72 hours after a heavy rain was lower than the laboratory estimate at the suction of 1/3 atm. 6. The top growth of apple tree for the first year revealed that the explosion seemed better treatment than the manual digging, even though the difference was insignificant.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2017.04a
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• pp.88-88
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• 2017

감자 재배 기계화를 위한 전자동 감자 파종기의 기구적인 개념 설계를 수행하고, 시작기를 제작하였다. 시작기의 성능평가를 통해 기계화에 적합한 감자 재배양식에 대한 연구 필요성이 대두되었다. 본 연구의 목적은 감자 재배 양식에 따른 주요 감자의 생육 사항, 수량성, 상품성 및 품질, 주요 생리 장애등을 측정하여 기계파종 후 재배상의 문제점 파악과 파종 시 기계적인 미비점을 파악하여 개선방안을 마련하는데 있다. 기존의 국내 관행적 감자 재배 작형별 재배방식은 1줄 재배의 경우 재배 형식이 둥근두둑 방식이며, 2줄 재배의 경우 평두둑 방식을 채택하고 있다. 감자 파종기를 이용한 기계화 재배의 경우 평두둑으로 2줄 재배 방법을 채택하였다. 본 연구는 공시품종인 수미를 이용하여 봄 재배 형식으로 강릉 재배단지에서 실시하였다. 감자 파종은 2016년 3월 31일에 실시하였으며, 재배기간 92일을 소요하여 수확은 2016년 6월 30일에 하였다. 기계파종의 경우 두둑형식은 평두둑 2줄 재배양식 흑색비닐(파종구 세절) 파종 방법으로 전자동 기계파종을 실시하였고, 인력 파종의 경우 기계 파종과 동일한 방식으로 인력으로 실시하였다. 기존의 재래적 방식인 관행파종은 두둑형식은 외줄 1줄 흑색비닐(유공) 파종 방법으로 인력파종을 실시하였다. 관행 파종 방법은 이랑사이 75-80cm, 주간거리 20-25cm, 흙덮기 8-12cm로 재식밀도는 5,000-5,300주/10a로 씨감자 160kg/10a 소요하여 파종하였다. 실험 결과 감자 파종방법별 출현율은 기계파종의 경우 79.9-88.4%, 인력파종의 경우 97.9-99.2%로 기계파종에서 인력파종대비 결주율이 10.0-18.5% 정도 발생되었다. 씨감자의 절단 방법은 4절에 비하여 2절에서 양호하였다. 상품 지수의 경우 관행파종을 기준(100)으로 기계 파종(90)과 인력 파종(103)은 4절로 작업한 곳에서 상품성이 높았다. 파종 전 싹틔우기 여부에 따라서는 생육 초기(30일 이전)에는 싹틔운 파종 방법이 양호하였으나, 생육 후기(30일 이후)에는 싹을 틔우지 않은 파종 방법이 양호하였다. 기계 파종을 이용한 4절 씨감자 파종은 부패율이 12.2%로 다른 대비군에 비해 높았다(1.9-7.6%). 수확량(kg/10a)은 기계파종에서 2,748-3,503 kg 으로 관행 3,883 kg 대비 71-90% 수준으로 나타났다. 싹틔우지 않은 감자 4절을 이용한 기계 파종 시 결주율이 18.5%, 부패율 12.2%으로 싹틔운 감자 2절을 이용한 기계 파종으로 할 경우 결주율 10%, 부패율 4.1% 으로 낮출 수 있다.