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金成完,成瓚鏞 충남대학교 농업과학연구소 1978 農業技術硏究報告 Vol.5 No.2
Comparative studies have been carried out to elucidate effects of 3 types of Japanese hardening agents and cement on the compressive and tensil strength of solidified briquette ashes with different ages, when various mixing ratio were applied. 1. The hardening agent, especially type C, were appeared to be better than the cement to obtain higher compressive and tensil strength of the products. 2. The compressive strength when mixing ratio of 1 : 3 applied were : 177.6kg/㎠ for type C; 168.6kg/㎠ for type A; and 155.94kg/㎠ for type B. 3. The tensil strength when mixing ratio of 1 : 3 applied were : 24.63kg/㎠ for type C; 23.14kg/㎠ for type B; and 22.45kg/㎠ for type A. 4. Although the solidified briquette ashes were found to be not as strong as cement mortar, it is considered that they could be used instead of low-strength concrete, and that they could contribute to reduce the amount of terminal city-wastes then to reduce pollutions caused by the wastes.
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金成完,閔正基,成瓚鏞 충남대학교 농업과학연구소 1997 농업과학연구 Vol.24 No.2
The normal cement concrete is widely used material to build the construction recently, but it has a fault to increase the dead load on account of its unit weight is large compared with strength. Therefore, many engineers are continuously searching for new materials of construction to provide greater performance at lower density. The main purpose of the work described in this paper were to establish the physical and mechanical properties of synthetic lightweight aggregate concrete using perlite on fine aggregate and expanded clay, pumice stone on coarse aggregate. The test results of this study are summarized that the water-cement ratio was shown 47% using expanded clay, 56% using pumice stone on coarse aggregate, unit weight was shown 1.622kgf/㎥ using expanded clay, 1,596kgf/㎥ using pumice stone on coarse aggregate, and the absorption ratio was shown same as 17%. The compressive strength was shown more than 228kgf/㎠, tensile and bending strength was more than 27kgf/㎠, 58kgf/㎠ at all types, and rebound number with schmidt hammer was increased with increase of compressive strength. The static modulus was 1.12×10^5kgf/㎠ using expanded clay, 1.09×10^5kgf/㎠ using pumice stone on coarse aggregate, and stress-strain curves were shown that increased with increase of stress, and the strain on the maximum stress was shown identical with 2.0×10^-3, approximately.
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閔正基,金成完,成瓚鏞 충남대학교 농업과학연구소 1997 농업과학연구 Vol.24 No.2
This paper was performed to evaluate the properties of no-coarse lightweight concrete using perlite and expanded polystyrene bead on fine aggregate. The results were shown that w/c and unit weight was affected by absorption ratio and unit weight of using aggregate itself. The compressive strength of no-coarse lightweight concrete was showed 187kgf/㎠ by using natural sand, 170kgf/㎠ by using perlite. Tensile and bending strength were showed the same tendency of compressive strength, but when expanded polystyrene bead concrete dose not have strength nearly. The pulse velocity and static modulus of elasticity of no-coarse lightweight concrete were smaller than that of normal cement concrete. And stress-strain curves were shown that was increased with increase of stress, and when the stress-strain curve using expanded polystyrene bead was repeated at short intervals increase and decrease irregularly.
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趙成燮,姜信業,姜乂默,金成完,金聲來 충남대학교 농업과학연구소 1978 農業技術硏究報告 Vol.5 No.1
It has been known that the shear strength of soil is an important design parameter for the foundation of structures, the retaining walls, the slope failures and so forth. In this study, the shear test was performed by using the direct shear apparatus under various degree of the moisture content and the density of the sample soils. The results of the study were summarized as follows; 1. The shear strength of soil increased with increase in the dry density of soil, and at the same level of density of the sample the shear strength of soil showed large values on a good grading of the sample. 2. The cohesion of the soil varied directly with the dry density of it, however the internal friction angle of soil was not affected by the dry density of the sample. 3. The shear strength of sample varied inversly with the moisture content of it, and this phenomenon was apparent on a good grading of sample. 4. The cohesion of soil showed maximum value when the moisture content of the soil reached optimum level and the internal friction angle decreased with increase in the moisture content of it. These phenomena were very obvious on a good grading sample, SDC-1. 5. The cohesion of the soil decreased with increase in void ratio of the sample, but the internal friction angle of the sample didn't show such tendency.
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