• Magazine of the Korean Society of Agricultural Engineers
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• v.24 no.2
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• pp.49-55
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• 1982

The purpose of this study is to classify the factors influenced on the damages of head works suffered from the storm flood occurred on July 22 1980 in both Musim and Bochong rivers and to find out an integral counter measures against the causes influenced on the disaster of head works in the engineering aspect of planning, design, construction and maintenance. In this survey, number of samples was taken 25 head Works, and the counter measures against the causes of their disasters summarized was as follows, 1. In the aspect of planning a. As the flood water level after the establishment of head works is more increased than the level before setting of head works owing to having more gentle slope of river bed between the head works than nature slope of river bed. Number of head works should be reduced for the appropriate annexation of them b. In the place where head works is established on the curved point of levee, the destruction of levee becomes severe by the strong deflective current. Therefore the setting of head works on the curved point should be kept off as long as possible and in case of unavoidable circumstances the construction method such as reinforced concrete wall or stone wall filed with concrete and anchored bank revetments should be considered. 2. In the aspect of design a. As scoring phenomena at up stream is serious around the weir Where the concentration of strong current is present in such a place, up stream apron having impermeability should be designed to resist and prevent scoring. b. As the length of apron and protected bed is too short to prevent scoring as down stream bed, the design length should be taken somewhat more than the calculated value, but in the case the calculated length becomes too long to be profitable, a device of water cushion should be considered. c. The structure of protected river bed should be improved to make stone mesh bags fixed to apron and to have vinyl mattress laid on river bed together with the improvement for increasing the stability of stone mesh bags and preventing the sucked sand from the river bed. d. As the shortage of cut-off length, especialy in case of the cutoffs conneting both shore sides of river makes the cause of destruction of embankment and weir body, the culculation of cut-off length should be taken enough length based on seepage length. 3. In the aspect of design and constructions a. The overturing destruction of weir by piping action was based on the jet water through cracks at the construction and expansion joints. therefore the expansion joint should be designed and constructed with the insertion of water proof plate and asphalt filling, and the construction joint, with concaved shape structure and steel reinforcement. b. As the wrong design and construction of the weep holes on apron will cause water piping and weir destruction, the design and construction of filter based on the rule of filter should be kept for weep holes. c. The wrong design and construction of bank revetment caused the severe destruction of levee and weir body resulting from scoring and impulse by strong current and formation of water route behind the revetment. Therefore bank revetment should be designod and constructed with stone wall filled with concrete and anchored, or reinforced concrete wall to prevent the formation of water flow route behind the wall and to resist against the scoring and impulse of strong stream. 4. In the aspect of maintenance When the damaged parts occurred at head works the authorities and farmers concerned should find and mend them as soon as possible with mutual cooperation, and on the other hand public citizen should be guided for good use of public property.

• Journal of the Korea Concrete Institute
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• v.26 no.4
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• pp.441-448
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• 2014

From several researches, recently, it was found that using hollowed precast concrete (HPC) column made more compact concrete casting in joint region possible than using normal solid PC (Precast concrete) column. Therefore, the rigidity of joints can be improved like those of monolithic reinforced concrete (RC). After filling the hollow with grout concrete, however, it is expected that the HPC column behaviors like composite structure since PC element and grout concrete have different materials as well as there is a contact surface between two elements. These may affect the structural behavior and strength of the composite column. A compressive strength test was performed for the HPC column with parameter of hollow ratio for the case with and without grout in the hollow and the result is presented in this paper. The hollow ratios in the test are 35, 50 and 59% of whole section of column. Concentrated axial force was applied to top of the specimens supported as pin connection for both ends. In addition, finite element (FE) analysis was performed to simulate the failure behavior of HPC column for axial compression. As a result, it was found that the hollow ratio did not affect the initial stiffness of HPC filled with grout regardless of the strength difference of HPC and grout. However the strength was increased inversely corresponding to the hollow ratio. The structural capacity of HPC without grout closely related to the hollow size. Especially, the local collapse governs the overall failure when the thickness of HPC is too thin. Based on these effect, a suitable equation was suggested for calculation of the compressive strength of HPC column with or without grout. FE analysis considering the contact surface between HPC and grout produced a good result matched to the test result.

• The Journal of the Korean bone and joint tumor society
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• v.8 no.3
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• pp.96-105
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• 2002

Purpose: The purpose of this study was to assess the oncologic results and functional outcomes of limb salvage surgery performed in patients of primary bone tumors of the shoulder girdle. Materials and Methods: Twenty-nine patients who underwent limb sparing resection for shoulder girdle neoplasm between 1982 and 2001 were analyzed. Follow up periods averaged 7 years and 1 month. Mean age of the patients was 35 (11~71) years. There were 14 males and 15 females. Primary malignant bone tumors of shoulder girdle (proximal humerus 21, scapula 3, both 1) were 23 cases; osteosarcomas 7, chondrosarcoma 14, parosteal osteosarcoma 1, hemangioendothelioma 1, and giant cell tumor of proximal humerus were 6 cases. Limb salvage surgery was performed by curettage and cementing in 7 patients, by cement molding arthroplasty in 10 patients, and by tumor prosthesis in 7 patients, by other method such as resection only, bone graft, arthrodesis in 5 patients. The Musculoskeletal Tumor Society functional rating system was used to assess functional outcomes. Results: One osteosarcoma and 2 chondrosarcoma patients died, and the survival of the salvaged limb was 88.6% at the final follow-up. There were 6 local recurrences, 2 lung metastases, 2 local recurrences and lung metastases. The functional outcome was 80%. There was statistically significant difference of functional results among the patients treated by cement filling (86%), cement molding arthroplasty and IM nailing (71%), and tumor prosthesis (83%). (p=0.034) There were three complications including 1 radial nerve palsy and 1 axillary nerve palsy, and 1 wound infection. Dislodgement of vascularized fibular graft in one patient was treated by internal fixation. Conclusion: Limb salvage surgery seems to be useful method to treat bone tumors of the shoulder girdle.