• Journal of the Korean Geotechnical Society
• /
• v.23 no.10
• /
• pp.23-31
• /
• 2007

Although the relative density is an important factor showing mechanical properties of granular soils, the methods for its estimation have not been satisfactorily standardized. Many researchers have proposed various methods to determine max, and min, dry density, but the results, especially for max, dry density, show significant differences. In this study, a simple and practical method of evaluating the max, relative density was proposed, which could give reliable results in comparison with conventional methods. The experiment was carried out by varying the number of blows and the layers of the sample for each mold and the results were compared with those of Bowles method.

• Journal of Korean Society of Forest Science
• /
• v.103 no.2
• /
• pp.175-181
• /
• 2014

This study was conducted to evaluate stand density-specific and generalized allometric equations, and biomass expansion factors (BEFs) for two stand densities (high density of 47-year-old: $667tree{\cdot}ha^{-1}$; low density of 49-year-old: $267tree{\cdot}ha^{-1}$) of Cryptomeria japonica plantations in Namhae-gun, located in the southern Korea. Biomass in each tree component, i.e. foliage, branch, and stem, was quantified by destructive tree harvesting. Allometric regression equations of each tree component were significant (P<0.05) with diameter at breast height (DBH) accounting for 80-96% of the variation except for branch biomass in high density or foliage and cone biomass in low density. Generalized allometric equations can be used to estimate the biomass of C. japonica plantations because the slopes of allometric equations were not significantly different by the stand density. The biomass expansion factors (BEFs) were significantly lower in the high stand density (1.33) than in the low stand density (1.50). The results indicate that BEFs were affected by different stand density, while allometric equations were little related to the stand density.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
• /
• 2009.04a
• /
• pp.49-53
• /
• 2009

In this study, point gravity was measured to achieve terrestrid gravity data and the gravity is important element in precise geoid modelling. Surveys the relative gravity of 56 stations on 1st level route. In addition, it calculates gravity values, analysis gravity survey results using tidal correction, drift correction, datum-free adjustment. These point gravity data could be contribute in development of precise geoid model.

• Journal of the Korean Geotechnical Society
• /
• v.16 no.6
• /
• pp.79-85
• /
• 2000

본 논문에서는 사질토 지반에 일정기간 계속하여 증가되는 단계별 하중이 작용할 때 발생할수 있는 지반의 밀도화 현상을 hyperbolic model의 매개변수 변화를 고려한 방법으로 유한요소법에 의한 수치적 침하해석에 반영해 주었다. 이를 위해 사질토의 상대밀도별 삼축압축실험을 실시하여 매개변수를 산정하였으며, 이를 토대로 각각의 상대밀도의 변화에 따른 매개변수값을 Lagrange의 다항식 수치보간법으로 프로그램에 반영하였다. 또한 유한요소프로그램 내에서 요소의 체적을 계산하고 체적의 변화를 상대밀도 개념으로 접근함으로서 지반의 밀도화를 프로그램내에서 모사할수 있도록 하였다. 본 연구에서 개발한 해석 프로그램에 의한 지반의 밀도화현상의 모사 결과를 실내 모형기초재하실험에 의하여 비교 분석해 본 결과 기존의 해석 보다 향상된 결과를 나타냄을 알 수 있었다.

• Journal of the Korean GEO-environmental Society
• /
• v.23 no.5
• /
• pp.5-13
• /
• 2022

In this study, dynamic characteristics and liquefaction resistance characteristics of silica sand which is used to simulate sandy layer were conducted using the cyclic triaxial test according to the relative density difference. The difference in liquefaction resistance with the relative density was confirmed through the test results, which the relative density conditions were changed to 40%, 60%, and 80%, and the cyclic resistance ratio (CRR) curve of the silica sand was obtained. In addition, in order to examine the validity of the liquefaction resistance ratio (CRR) curve, artificial silica sand ground was created, and liquefaction potential was evaluated through the simple assessment method and the detailed assessment method, and the safety factors of each were compared.

• Journal of the Korean GEO-environmental Society
• /
• v.11 no.8
• /
• pp.5-14
• /
• 2010

Recent researches on the behavior of gravelly soils have been focused mainly on the relative density or on the gravel content. And some researchers presented the liquefaction behavior based on the relative density whereas others based on the gravel content of gravelly soil. However the relative densities vary with gravel content and relative density is not enough to fully express the behavior of gravelly soils. Therefore in this research state parameter which considers void ratio and effective confining pressure is introduced and Steady State Line(SSL) of gravelly soils for various gravel content are determined by undrained triaxial tests in order to express the behavior of gravelly soils. From the research the position of SSL moved downward with gravel content. And the same density of soil showed dense sand behavior or loose sand behavior depending upon the confining pressure. Especially relative density 80% of gravelly soil showed loose sand behavior under high confining pressure. However the gravelly soils with similar state parameters showed similar stress behaviors. It can bee seen that state parameter is useful tool to evaluate undrained behavior of gravelly soils. Also state parameter and undrained strength showed good correlations.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.22 no.6
• /
• pp.19-26
• /
• 2021

The lattice structure is attracting attention from industry because of its excellent strength and stiffness, ultra-lightweight, and energy absorption capability. Despite these advantages, widespread commercialization is limited by the difficult manufacturing processes for complex shapes. Additive manufacturing is attracting attention as an optimal technology for manufacturing lattice structures as a technology capable of fabricating complex geometric shapes. In this study, a unit cell was formed using a three-dimensional coordinate method. The relative density relational equation according to the boundary box size and strut radius of the unit cell was derived. Simple cubic (SC), body-centered cubic (BCC), and face-centered cubic (FCC) with a controlled relative density were designed using modeling software. The accuracy of the equations for calculating the relative density proposed in this study secured 98.3%, 98.6%, and 96.2% reliability in SC, BCC, and FCC, respectively. A simulation of the lattice structure revealed an increase in compressive yield load with increasing relative density under the same cell arrangement condition. The compressive yield load decreased in the order of SC, BCC, and FCC under the same arrangement conditions. Finally, structural optimization for the compressive load of a 20 mm × 20 mm × 20 mm structure was possible by configuring the SC unit cells in a 3 × 3 × 3 array.

• Proceedings of the Korean Society for Technology of Plasticity Conference
• /
• 1998.03a
• /
• pp.168-174
• /
• 1998

In the present study, a method for measuring the relative density by the hardness measurement was proposed for sintered metal powder compacts. It is based on the indentation force equation, by which the relative density is related with the hardness, that was obtained by the finite element analysis of rigid-ball indentation on sintered metal powder compacts. For verifying the method, it was applied to prediction of density distributions in sintered and sintered-and-forged Fe-0.5%C-2%Cu powder compacts.

• Korean journal of applied entomology
• /
• v.34 no.4
• /
• pp.391-405
• /
• 1995

Cockroach survey on the relative density from 7 different habitats including hotel-ins, tea-rooms restaurants, hospitals, apartments, and resident hoses were conducted in 3 District(Ku) areas in Suwon city during the period of February through October, 1994. of a total of 3.039 trap sets, Cockroaches were collected from 1,435 traps, comprised of a 47.22% positive trap-rate. Chinese restaurants were shown to be the highest positive trap-rate of 72.67% of the total while the other habitats such as Korean restaurants, apartments, resident hoses, tea-rooms, hotel-inns, and hospitals were 60.67%, 58.61%, 52.22%, 38.67%, 24.88%, and 17.54%, respectively. Blattella germanica was shown to be the highest population density of 55.01 individuals/trap/week comprised of 97.36% of the total during survey period whereas the other 3 species, Periplaneta japonica, P. americana, and P. fuliginosa constituted in lesser extent of 2.35%, 0.14%, respectively. Of a total of 7 different cockroach breeding habitats, higher population density per trap/week was from restaurants with averages of 20.56 and 8.31 cockroaches from Chinese and Koran restaurants, respectively. An intermediate extent of density was observed from apartments, tea rooms and resident houses with 5.33, 3.79 and 3.53 individuals, respectively. Lower relative densities of cockroaches were observed from hospitals and hotel-inns with averages of 0.18 and 1.00 individuals per trap/week, respectively.

• Journal of the Korean Geotechnical Society
• /
• v.33 no.1
• /
• pp.79-91
• /
• 2017

An experimental study has been conducted by using the Cyclic Direct Simple Shear apparatus to evaluate the influence of average and cyclic shear stresses on the undrained shear failure behavior of marine silty sand considering various relative densities. The obtained results show that despite using different relative densities, similar trends were gained in the cyclic shear deformation. Moreover, the cyclic shear deformation is affected mainly by the average and cyclic shear stresses. The number of cyclic loads for failure is significantly affected by the cyclic shear stress ratio and relative density, and is less affected by the average shear stress ratio. The proposed three-dimensional stress-dependent failure contour can be used effectively to assess the soil shear strength considering various relative densities in the design of foundation used for offshore structures.