• Geotechnical Engineering
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• v.12 no.5
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• pp.117-126
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• 1996

In spite of many advantages such as the simplicity in test procedure, Standard Penetration Test(SPT) results contain some errors caused by the variability of test equipment, instruments and test procedures. Especially, it is inevitable that the measured SPT hammer energy is different from the theoretical value because of energy loss. In this paper, the hammer energy level is measured during the performance of the field SPT in Korea by using a ultra-sonic system and PC.program. As the results of this study, the average hammer energy ratio of the R-P hammer and the Trip hammer is calculated at 64.2%, and at 75.0% respectively. The average energy ratio of the SPT for the R-P hammer is calculated at 46% and at 54% for the Trip hammer, by applying the rod energy ratio 0.72.

• Geotechnical Engineering
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• v.13 no.1
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• pp.169-182
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• 1997

It is known that some amount of loss in impact energy takes place due to some limitations and problems during the performance of the field SPT. Actual energy level tractsferred to the rod should be measured to correct the SPT-N values tested in the field In this paper, the ratio of energy transferred to the rod through the anvil to impact energy is measured by using sharpy impact test equipment and also analysed by using GRL-WEAP This result is certified and compared with that of field SPT As the results of this study, the average rod energy ratio of the R-P hammer and the Trip hammer is calculated at 0.726 and 0.728 respectively, but it is suggested that 0.72 should be used. By using the hammer energy ratio 64.2% and 75.0% obtained from field measurement, the average energy ratio of the SPT for the R-P hammer is calculated at 46.7% and 54.5% for the Trip hammer.

• Journal of the Korea Concrete Institute
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• v.16 no.4 s.82
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• pp.459-465
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• 2004

The present paper is intended to investigate the influence of materials such as cement, mineral admixture and aggregate, on the estimation of compressive strength by P type schmidt hammer. According to the results, the materials of concrete, such as the types of cement, the replacing ratio of mineral admixture, the kinds and maximum size of aggregate, hardly influence on non-destructive test by P type schmidt hammer except for alumina cement, hence, P type schmidt can be applicable to most of the concrete with a wide range. Since the correlativity between the rebound value of P type schmidt hammer and compressive strength is very favorable(above coefficient of correlation 0.96) regardless of materials, it is considered that compressive strength can be estimated comparatively exactly by P type schmidt hammer. The estimating formula of compressive strength by rebound value are derived from this experiment as following. $\cdot$Horizontal strike : Fc = 0.765RH - 5.74 (R=0.965) $\cdot$ Vertical strike Fc = 0.793RV - 8.66 (R=0.959)

• Research in Community and Public Health Nursing
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• v.13 no.4
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• pp.786-794
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• 2002

Purpose: The aim of the study was to investigate how adolescents' behavior is correlated with child abuse they experience, and how childrearing attitude of mothers perceived by the adolescents is correlated with child abuse experience by the adolescents. Method: A convenient sampling strategy was used. A total of 160 adolescents participated in this study. Of the 160 responses, 116 were used for final analysis. The data were analyzed using K-YSR program and SPSSWIN. Result: The results were as follows. Mild child abuse experiences reported by the subjects were Throwing the object at me (12.9%, N = 15), Clutching and pushing (12.9%, N = 15), and Slapping on the cheek (14.7%, N = 17)'. Severe child abuse experiences reported by the subjects were Kicking, pounding and biting (10.3%, N = 10), Rod, stick, belt, broom beating using various objects (41.4%, N = 38), and Beating all over the body (6.7%, N = 8). Very severe child abuse experiences reported by the subjects were Burning with cigarette (0.4%, N = 1), Threatening me with objects such as a knife, a hammer, an axe, or a gimlet (0.8%, N = 2). Injuring me with the objects (0.4%, N = 1), and Hospitalized by belting (0.4%, N = 1). In terms of correlations among the main study variables, physical child abuse had significant positive correlations with externalizing problem (r=.271, p=.001) and total behavioral problem (r=.288, p=.002). Physical child abuse also had a significant positive correlation with authoritarian childrearing attitude of mother (r=.363, p=.000). Physical child abuse had significant negative correlations with mothers affectionate childrearing attitude (r=-.191, p=.050) and active participative childrearing attitude (r=-.101, p=.035). Conclusion: Mothers childrearing attitude is a salient factor for preventing child abuse. In addition, child abuse is an important factor for preventing adolescent's behavioral problem.

• Journal of the Korea institute for structural maintenance and inspection
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• v.3 no.1
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• pp.129-136
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• 1999

In this paper, the new non-destructive equation will be proposed and evaluated in comparison to the other foreign's non-destructive equation. Through the comparisons cores strength of mock structure with compressive strength obtained from new non-destructive equation ; rebound hammer, ultra-sonic pulse velocity and combined method, it will be analyzed about application of non-destructive equation. The results are following. The new non-destructive equations follow ; (1) $F_c=9.5R{\cdot}N+62.5$ (2) $F_c=243Vp-739$ (3) $F_c=8.1R_o+205.3V_p-802$ where, $F_c$ : Compressive Strength, $R_o$ : Rebound Number. $V_p$ : Ultra-Sonic Pulse Velocity Trough the result of mock structure test, the combined method is superior to rebound method and ultra-sonic pulse velocity method in the estimation of concrete strength. In order to apply the non-destructive equation of concrete strength to the structures, it is necessary that we should be made process study on the non-destructive equation for estimation of concrete strength in the range, time and strength of application under long-term.

• Research in Community and Public Health Nursing
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• v.12 no.2
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• pp.482-490
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• 2001

Purpose I investigated how beliefs in punishment have influence on child abuse. Also, I investigated how socio-demographic variables of parents' have influences on child abuse by parents. Sampling was conveniently and total 160 parents replied to the study. Data analysis was done by descriptive statistics, Pearson's correlation using SPSSWIN. The results were as follows. Mild child abuse: 'Throwing the object at me(21.1%)', 'Clutching, and pushing (21.0%)', 'Slapping on the cheek (19.1 %), Severe child abuse: 'Kicking, pounding and biting(4.1%)', 'Rod, stick, belt, broom beating using a various objects such as(51.7%)', 'Beating all over the body(6.8%)'. Very severe child abuse: 'Burning with cigarette (0%)', 'Threatening me with a knife, a hammer, a naxe, a gimlet the objects such as(0.7%)', 'Injuring me with the objects such as (0%)', 'Hospitalized by belting(0%)'. Correlations of major variables were as follows. Physical child abuse by elementary student's parents has significantly positive correlation with beliefs in punishment(r= .244 p= .003) and has significantly negative correlation with parent's age(r=-.273, p=.001). But physical child abuse has not significant correlations with family income, education. Conclusion: Beliefs in punishment of parents have influences on child abuse. To prevent child abuse, effective parenting program development is required.

• International Journal of Fluid Machinery and Systems
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• v.3 no.4
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• pp.332-341
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• 2010

Standard dimensionless parameters cannot simultaneously represent all operation modes of a pump-turbine. They either have singularities at E=0 and multiple values in the 'unstable' areas, or else get singular at n=0. P. Suter (1966) introduced an alternative set of variables which avoids singularity and always remains unique-valued. This works for non-regulated pumps but not so well for regulated machines. A modification by C.S. Martin avoids distortion at low load. The present paper describes further improvements for the representation of torque, and for closed gate (where Suter's concept does not work). The possibility to interpolate across all operation modes is likewise useful for representing other mechanical parameters of the machine. Practical application for guide vane torque and pressure pulsation data is demonstrated by examples.

• Asian-Australasian Journal of Animal Sciences
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• v.14 no.2
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• pp.224-230
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• 2001

This study was conducted to evaluate the extruding effects of corn and wheat on growth performance and fecal digestibility of amino acids in early-weaned pigs. Ground corn and wheat by a hammer mill (3 mm screen in diameter) were extruded at $130{\pm}2^{\circ}C$ with a moist-type extruder ($Matador^{(R)}$). Treatments were: 1) 3 mm ground corn, 2) extruded corn, 3) 3 mm ground wheat, and 4) extruded wheat. A total of 160 pigs (14 d of age and $4.3{\pm}0.74kg$ BW) were allotted with the dietary treatments for a 21-d feeding trial. All diets were mash and contained 30% corn or wheat products. For a digestibility trial, 16 pigs (14-d old and $4.2{\pm}0.32kg$ BW) were employed in individual metabolic crates. There were no differences (p>0.15) in growth performance between corn-fed and wheat-fed groups. Feeding pigs diets containing extruded corn or wheat did not affect ADG (p>0.15) and ADFI (p>0.15), but it improved feed/gain (p<0.01). Also, feeding pigs diets containing extruded corn or wheat had lower true fecal digestibilities of arginine, histidine, isoleucine, lysine and valine (p<.007) in the pigs. In conclusion, our results suggest that extruding corn and wheat had no benefit on the growth of early-weaned pigs.

• Geomechanics and Engineering
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• v.36 no.5
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• pp.465-474
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• 2024

Uniaxial compressive strength (UCS) is a critical geomechanical parameter that plays a significant role in the evaluation of rocks. The practice of indirectly estimating said characteristics is widespread due to the challenges associated with obtaining high-quality core samples. The primary aim of this study is to investigate the feasibility of utilizing the gene expression programming (GEP) technique for the purpose of forecasting the UCS for various rock categories, including Schist, Granite, Claystone, Travertine, Sandstone, Slate, Limestone, Marl, and Dolomite, which were sourced from a wide range of quarry sites. The present study utilized a total of 170 datasets, comprising Schmidt hammer (SH), porosity (n), point load index (Is(50)), and P-wave velocity (Vp), as the effective parameters in the model to determine their impact on the UCS. The UCS parameter was computed through the utilization of the GEP model, resulting in the generation of an equation. Subsequently, the efficacy of the GEP model and the resultant equation were assessed using various statistical evaluation metrics to determine their predictive capabilities. The outcomes indicate the prospective capacity of the GEP model and the resultant equation in forecasting the unconfined compressive strength (UCS). The significance of this study lies in its ability to enable geotechnical engineers to make estimations of the UCS of rocks, without the requirement of conducting expensive and time-consuming experimental tests. In particular, a user-friendly program was developed based on the GEP model to enable rapid and very accurate calculation of rock's UCS, doing away with the necessity for costly and time-consuming laboratory experiments.