• 한국지반공학회논문집
• /
• 제24권10호
• /
• pp.131-146
• /
• 2008

일축압축강도와 탄성계수를 신속하고 간편하게 추정하기 위하여 많은 연구자들이 여러 가지 방법을 제시하여 왔으며 그 중 실용성이 높은 경험식들도 있다. 본 연구는 압열인장강도를 매개로 일축압축강도와 탄성계수를 추정할 수 있는 경험식을 퇴적암을 대표하는 사암과 셰일, 변성암을 대표하는 편마암에서 도출하였다. 기존 간편식(점하중강도, Schmidt hammer 타격법)으로 도출된 결과와 비교, 검정을 하여 높은 신뢰성을 확인하였기에 압열인장강도를 매개로 일축압축강도와 탄성계수를 추정할 수 있는 또 하나의 신뢰성 높은 간접방법으로 사료된다. 지질 조사시 얻은 제한된 코어로 인하여 직접시험으로 도출하기 어려운 경우에도 본 연구에서 제시하는 방법이 효율성이 높을 것으로 사료된다.

• Geomechanics and Engineering
• /
• 제19권4호
• /
• pp.353-360
• /
• 2019

The elastic modulus is an important parameter to characterize the property of rock. It is common knowledge that the strengths of rocks are significantly different under tension and compression. However, little attention has been paid to the bi-modularity of rock. To validate whether the rock elastic moduli in tension and compression are the same, Brazilian disc, direct tension and compression tests were conducted. A horizontal laser displacement meter and a pair of vertical and transverse strain gauges were applied. Four types of materials were tested, including three types of rock materials and one type of steel material. A comprehensive comparison of the elastic moduli based on different experimental results was presented, and a tension-compression anisotropy model was proposed to explain the experimental results. The results from this study indicate that the rock elastic modulus is different under tension and compression. The ratio of the rock elastic moduli under compression and tension ranges from 2 to 4. The rock tensile moduli from the strain data and displacement data are approximate. The elastic moduli from the Brazilian disc test are consistent with those from the uniaxial tension and compression tests. The Brazilian disc test is a convenient method for estimating the tensile and compressive moduli of rock materials.

• 한국농공학회논문집
• /
• 제47권1호
• /
• pp.43-50
• /
• 2005

This test was performed to evaluate the change of the unconfined compressive strength, strength parame¡?ters which resulted from direct shear test and oil residue percents analyzed by GC-MS as time lapse, oil addition. Unconfined compression strength of $10\%$ kerosene added by weight of dry soil recovered as time passed. In the case of $5\%$ kerosene added, the strength recovered as much as clean clayey soil after about 50 days passing. For the case of diesel added, the recovery of unconfined compressive strength was not shown even though about 60 days passed. The strength parameters (c, $\psi$) of kerosene added not changed but for diesel added, the cohesion was very decreased as diesel addition increased. Residual percent of kerosene in the soil was less than that of diesel as time passed.

• 한국해양공학회지
• /
• 제22권4호
• /
• pp.51-58
• /
• 2008

The objective of this study was to investigate the mechanical characteristics of fiber-reinforced lightweight soil using waste fishing net or monofilament for recycling both dredged soils and bottom ash. Reinforced lightweight soil consists of dredged soil, cement, air foam, and bottom ash. Waste fishing net or monoiament was added the mixture in order to increase the shear strength of the lightweight soil. Test specimens were fabricated with various mixing conditions, including waste fishing net content and monofilament content. Several series of unconfined compression tests and direct shear tests were carried out. From the experimental results, it was found that the unconfined compressive strength, as well as the stress-strain behavior of reinforced lightweight soil was strongly influenced by mixing conditions. In this study, the maximum increase in shear strength was obtained with either a 0.5% content of monofilament or 0.25% waste fishing net. The unconfined compressive strength of reinforced lightweight soil with monofilament was greater than that of reinforced lightweight soil with waste fishing net.

• 한국지반공학회논문집
• /
• 제16권6호
• /
• pp.35-41
• /
• 2000

Residual stress is defined as a minimum stress with a large displacement of specimens and the residual stress after peak shear stress appears with displacement volume but there is no provision to select the residual stress. In the previous study, residual stress was recorded when the change of shear load is small in the condition of the strain more than 15%. But, in this study, hyperbolic function((No Abstract.see full/text), b=experimental constant) of soil test is adapted to joint of rock and the propriety is investigated. In a landslide and landsliding of artificial slope, wedge failure of tunnel with a large displacement, tests are simulated from peak stress to residual stress for safety analysis. But now. direct shear stress and triaxial compressive tests are usually performed to find out characteristics of shear stress about joint. Although these tests get a small displacement, that data of peak stress and residual stress are used for safety analysis. In this study, we tried to determine failure criteria for joints of rock using ring shear test machine. The residual stress following shear behavior was determined by the result of ring shear test and direct shear test. In conclusion, after comparing the results of the two test, we found that cohesion(c) and internal friction angle(ø) of ring shear test are 30% and 22% respectively of those of the direct shear test.

• KCI Concrete Journal
• /
• 제12권1호
• /
• pp.91-99
• /
• 2000

A new type of retrof=t anchor bolt that uses deformed reinforcing bars and a commercial adhesive was developed and then an experimental study was carried out to determine the behavior of the anchors in direct shear. The steel-to-concl몫ete interface was tested. Plain concrete slabs with about 20-MPa compressive strength were used for 23 direct shear tests performed Test variables were anchor diameters (D16, D22. and D29) and edge effect. Three different shear tests were completed: simple shear, edge shear where anchors were pulled against the concrete core, and edge shear where anchors were pushed against the concrete cover In the simple and the edge shear tests where the anchors were pulled against the core, the theoretical dowel strength determined by (equation omitted) was achieved but with relatively large displacements. The shear resistances increased with the increasing displacements. In the edge shear test where the anchors were pushrd against the cover, the peak shear strengths signif=cantly lower than the theoretical dowel strength were determined due to cracks developed in concrete when the edge distance was 80 mm. The peak strengths were about 50% of the dowel strength for Dl6 bar. and about 25% or less of the dowel strength for D22 and D29 bars. Test results revealed that the edge shear where the anchor was pushed against the cover controled.

• Steel and Composite Structures
• /
• 제29권4호
• /
• pp.509-526
• /
• 2018

The direct strength method adopted by the AISI Standard and AS/NZS 4600 is an advanced design method meant to substitute the effective width method for the design of cold-formed steel structural members accounting for local instability of thin plate elements. It was proven that the design strength formula for the direct strength method could predict the ultimate strength of medium strength steel welded section compressive and flexural members with local buckling reasonably. This paper focuses on the modification of the direct strength formula for the application to high strength and high performance steel welded section columns which have the nominal yield stress higher than 460 MPa and undergo local buckling, overall buckling or their interaction. The resistance of high strength steel welded H and Box section columns calculated by the proposed direct strength formulae were validated by comparison with various compression test results, FE results, and predictions by existing specifications.

• 한국전자파학회논문지
• /
• 제21권3호
• /
• pp.321-330
• /
• 2010

본 논문에서는 컴프레시브 RFID 신호를 탐지하기 위한 컴프레시브 수신기의 이론적 배경과 구체적 구현 방법, 그리고 분산 지연선과 chirp LO의 설계 방안에 대해 기술하였다. 컴프레시브 수신기의 주요 구성품 중 하나인 분산 지연선을 대역폭 6 MHz, 분산 지연 시간 $13{\mu}s$으로 설계하여 $LiNbO_3$ 재질 기반의 SAW(Surface Acoustic Wave) 기술을 통해 구현하였고, DDS(Direct Digital Synthesizer)를 이용하여 chirp LO를 구현하였다. 또한 RFID 리더에 내장되어 연동될 수 있도록 컴프레시브 수신기를 구성하였다. 시험 결과, 단일 신호 입력시 주파수 오차는 최대 25 kHz, 수신 감도는 -44 dBm, 500 kHz 간격으로 동시에 입력되는 6개의 신호에 대한 주파수 오차는 최대 75 kHz로서 제작된 컴프레시브 수신기가 밀집된 RFID 운영 환경에 적합함을 보였다.

• 한국지반환경공학회 논문집
• /
• 제18권8호
• /
• pp.17-21
• /
• 2017

본 논문은 암석 및 콘크리트 등의 건설재료의 비파괴 압축강도를 산정하기 위하여 재료타격 시 발생하는 임팩에코 응답신호를 모두 측정하고 이를 누적한 전체 사운드 신호에너지의 이용성에 관해 파악하고 그 결과를 제시하는 것이다. 본 연구에서는 이를 위해서 타격장치를 고안하였고 이를 이용하여 재료를 회전 자유낙하에 의해 초기 타격토록 하고 이후 반발작용에 의한 반복타격이 소멸될 때까지 발생할 수 있도록 하였다. 본 연구에서는 서로 다른 강도를 가지도록 배합된 콘크리트 시편에 대하여 실험을 실시하고 임팩에코 응답신호를 측정하였다. 시편별 산정된 전체 사운드 신호에너지는 직접압축강도시험을 통한 시편별 압축강도와 상호 비교하였다. 비교결과, 임팩에코 응답신호를 통해 산정된 전체 사운드 신호에너지는 시편의 직접압축강도와 직접적인 관계가 있다는 것을 확인하였으며, 이를 통해 암석 및 콘크리트 등의 건설재료의 압축강도는 재료타격 시 발생하는 임팩에코 응답신호로부터 산정된 전체 사운드 신호에너지를 이용하여 비파괴적으로 산정할 수 있음을 알 수 있었다.

• Geomechanics and Engineering
• /
• 제17권2호
• /
• pp.195-206
• /
• 2019

The gypsiferous soils are significantly sensitive to moisture and the water has a severe destructive effect on them. Therefore, the effect of lime and silica fume addition on their mechanical properties, when subjected to water, is investigated. Gypsiferous soil specimens were mixed with 1, 2 and 3% lime and 1, 3, 5 and 7% silica fume, in terms of the dry weight of soil. The specimens were mixed at optimum moisture content and cured for 24 hours, 7 and 28 days. 86 specimens in the sizes of unconfined compression strength test mold were prepared to perform unconfined compressive strength and durability tests. The results proved that adding even 1% of each of these additives can lead to a 15 times increase in unconfined compressive strength, compared with untreated specimen, and this increases as the curing time is prolonged. Also, after soaking, the compressive strength of the specimens stabilized with 2 and 3% lime plus different percentages of silica fume was considerably higher than before soaking. The durability of the treated specimens increased significantly after soaking. Direct shear tests showed that lime treatment is more efficient than silica fume treatment. Moreover, it is concluded that the initial tangent modulus and the strain at failure increased as the normal stress of the test was increased. Also, the higher lime contents, up to certain limits, increase the shear strength. Therefore, simultaneous use of lime and silica fume is recommended to improve the geotechnical properties of gypsiferous soils.