• Computers and Concrete
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• 제22권6호
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• pp.563-572
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• 2018

Uniaxial compressive strength test and uniaxial compression creep one were produced on four groups of twelve concrete specimens with different hole number by RLW-2000 rock triaxial rheology test system. The relationships between horizontal holes and instantaneous failure stress, the strain, and creep failure stress, the strain, and the relationships between stress level and instantaneous strain, creep strain were studied, and the relationship between horizontal holes and failure mode was determined. The results showed that: with horizontal hole number increasing, compressive strength of the specimens decreased whereas its peak strain increased, while both creep failure strength and its peak strain decreased. The relationships between horizontal holes and compressive strength of the specimens, the peak strain, were represented in quadratic polynomial, the relationships between horizontal holes and creep failure strength, the peak strain were represented in both linear and quadratic polynomial, respectively. Instantaneous strain decreased with stress level increasing, and the more holes in the blocks the less the damping of instantaneous strain were recorded. In the failure stress level, instantaneous strain reversally increased, creep strain showed three stages: decreasing, increasing, and sharp increasing; in same stress level, the less holes the less creep strain rate was recorded. The compressive-shear failure was produced along specimen diagonal line where the master surface of creep failure occurred, the more holes in a block, the higher chances of specimen failure and the more obvious master surface were.

• Geomechanics and Engineering
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• 제17권6호
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• pp.535-541
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• 2019

Combining the radial well drilling and hydraulic fracturing technique, the production capacity of the reservoirs with low-permeability can be improved effectively. Due to the existence of radial holes, the stress around the well is redistributed, and the initiation and propagation of hydraulic fractures are different with those in traditional hydraulic fracturing. Therefore, it is necessary to study the influences of radial horizontal wells on hydraulic fracturing. The laboratory experiment was conducted to simulate the hydraulic fracturing on the physical model with radial holes. The experimental results showed that, compared with the borehole without radial holes, the sample with radial hole in the direction of maximum horizontal stress was fractured with significantly lower pressure. As the angle between direction of the horizontal hole and the maximum horizontal stress increased, the breakdown pressure grew. While when the radial hole was drilled towards the direction of the minimum horizontal stress, the breakdown pressure increased to that needed in the borehole without radial holes. When the angle between the radial hole and the maximum horizontal stress increase, the pressure required to propagate the fractures grew apparently, and the fracture become complex. Meanwhile, the deeper the radial hole drilled, the less the pressure was needed for fracturing.

• 한국지반환경공학회 논문집
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• 제24권1호
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• pp.45-50
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• 2023

강우에 의한 비탈면 재해를 방지하기 위해서는 신속히 강우를 배제하는 것이 매우 중요하다. 국내에서는 지하수위를 낮추기 위한 방법으로 경제성과 시공성이 뛰어나고, 배수 성능이 좋은 수평배수공을 보편적으로 적용하고 있다. 그러나 현장에서 시공되는 수평배수공의 경우 다른 용수의 유무나 지반의 조건과 관계없이 획일적으로 시공되는 경우가 많으며, 유지관리가 원활하게 이루어지지 않고 있어 수평배수공의 배수 성능을 기대하기 힘든 경우가 많다. 이에 본 연구에서는 모형토조를 이용해 인공지반을 조성하여 수평배수공 실험을 수행하였다. 수평배수공 배수 면적을 일정량 통제해 통제면적 0%, 25%, 50%, 75% 상태의 수평배수공 유출량을 측정하였으며, 측정값과 설계 도서 등을 바탕으로 수평배수공을 정량적으로 평가할 수 있는 평가표(안)를 제안하여 현장적용이 가능한 기초자료로서 제안하고자 한다.

• 지질공학
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• 제14권1호
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• pp.93-104
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• 2004

본 논문은 지하시험시설을 이용한 수리지질환경 연구의 대안으로 지하 유류 저장시설 건설과정 중 도출된 자료를 이용하여 저장공동 심도에서의 지하수체계를 해석해 보고자 하였다. 지하공동굴착과 동시에 지표 관측공 28개를 통해 지하수위가 계측되었고, 수평 수벽공 95개와 수직 수벽공 63개에 의해 압력 및 주입량이 일일주기로 측정되었다. 또한 수리적 연결성 확인을 위한 수벽 공간 수리간섭시험이 수행되었다. 저.고 경사의 투수성 단열의 수리적 연결성에 따라 주입압의 분포양상이 다르게 나타났다. 수평 수벽공의 압력분포에 의해 수리특성을 달리하는 세 개의 수리영역으로 구분 가능하였고, 공동 C-2 < C-1 < C-3 영역 순으로 지하수압이 높은 것으로 해석되었다. 지하수압이 높은 C-3 영역은 1차 적인 지구화학 자료에 의해 심부 지하수를 많이 포함하는 특성을 보이고 있고, 일부 수벽공은 천부지하수의 특성을 나타내며 다른 구역보다 높은 지하수압을 유지하고 있다. C-2 상부의 수벽공은 지하수압이 낮고 주입량도 많지 않아 상부 지하수체와의 수리적 연결성이 불량한 지하수 영역으로 해석할 수 있다. 본 연구결과는 단열암반의 불균질성 및 규모종속성에 따른 규모별 지하수부존체계를 이해하고 지하수체계에 대한 지표조사시 기초자료로 활용될 수 있을 것으로 기대된다.

• Steel and Composite Structures
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• 제46권4호
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• pp.539-551
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• 2023

In order to study the fire resistance of castellated composite beams with ortho-hexagonal holes and different beam-end restraints, temperature rise tests with constant load were conducted on full-scale castellated composite beams with ortho-hexagonal holes and hinge or rigid joint constraints to investigate the temperature distribution, displacement changes and failure patterns of castellated composite beams with two different beam-end constraints during the whole course of fire. The results show that (1) During the fire, the axial pressure and horizontal expansion deformation generated in the rigid joint constrained composite beam were larger than those in the hinge joint constrained castellated composite beam, and their maximum horizontal expansion displacements were 30.2 mm and 17.8 mm, respectively. (2) After the fire, the cracks on the slab surface of the castellated composite beam with rigid joint constraint were more complicated than hinge restraint, and the failure more serious; the lower flange and web at the ends of the castellated steal beams with hinge and rigid joint constraint produced serious local buckling, and the angles of the ortho-hexagonal holes at the support cracked; the welds at both ends of the castellated composite beam with rigid joint constraint cracked. (3) Based on the simplified calculation method of solid-web composite beam, considering the effect of holes on the web, this paper calculated the axial force and displacement of the beam-end constrained castellated composite beams under fire. The calculation results agreed well with the test results.

• 한국결정성장학회지
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• 제23권2호
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• pp.76-80
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• 2013

For further improvement of osseo-integration of bone crystal with a dental implant, a design optimization study is carried out for various holes inside its body to deliver bioactive materials and the effect of bioactive material injection on the bone crystal growing. When bioactive material is absorbed, the bone crystal can grow into holes, which would increase the strength of implant bonding as well as a surface integration. The stress concentrations near the uppermost outlet holes were reduced with increasing the number of outlet holes. A design improvement in the uppermost outlet was shown to be effective in reducing the stress concentration. For design parameters under consideration in this study, total area of outlet of 6.38 $mm^2$ and maximum stress of 1.114 MPa, which corresponds to type 6-C. It is due to the minimization of maximum stress and total area of outlet. The design of the outlet facing down was more effective in reducing the maximum stress value compared with a horizontal symmetry.

• 한국추진공학회지
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• 제12권3호
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• pp.16-23
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• 2008

30 톤급 실물형 연소기의 산화제 매니폴드에서의 유동 균일성 문제를 파악하기 위하여 유동해석을 수행하였다. 분사기의 모사를 위하여 다공성 매질로 가정하고, 다공성도 (porosity)를 조절하여 분사기 차압을 모사하였다. 수직 및 수평 분리막에서의 구멍의 직경, 입구 포트의 형상에 따른 유동의 균일성 정도를 파악하고, 개선된 설계 수정안을 제시하였다. 수직 및 수평 분리막 구명의 형태와 배치 수정을 통하여 유량 균일성을 향상시킬 수 있음을 확인하였다.

• Clinics in Shoulder and Elbow
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• 제25권3호
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• pp.224-229
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• 2022

Background: Most acromioclavicular joint (ACJ) injuries are caused by direct trauma to the shoulders, and various methods and techniques are used to treat them; however, none of the options can be considered the gold standard. This study examines the horizontal stability of the ACJ after a complete dislocation was repaired using one of two Ethibond suture techniques, the loop technique and the two holes in the clavicle technique. Methods: In this single-blind, randomized clinical trial, 104 patients diagnosed with complete ACJ dislocation type V were treated using Ethibond sutures with either the loop technique or the two holes in the clavicle technique. Horizontal changes in the ACJ were radiographically assessed in the lateral axial view, and shoulder function was evaluated by the Constant (CS) and Taft (TS) scores at intervals of 3, 6, and 12 months after surgery. Results: The horizontal stability of the ACJ was better with the two-hole technique than the loop technique at all measurement times. CS and TS changes showed a significant upward trend over time with both techniques. The mean CS and TS at the final visit were 95.2 and 11.6 with the loop technique and 94.0 and 11.9 with the two-hole technique, respectively. The incidence of superficial infections caused by the subcutaneous pins was the same in the two groups. Conclusions: Due to the improved ACJ stability with the two-hole technique, it appears to be a more suitable option than the loop technique for AC joint reduction.

• 치과방사선
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• 제25권1호
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• pp.127-132
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• 1995

A number of panoramic radiographic images of the condylar head taken at various horizontal angulations were compared. A small artificial osteophyte was attached to the eight different portions of the condylar head and a small hole was created in four different portions of the condylar head. Three oral and maxillofacial radiologists evaluated the panoramic condylar images. The results were as follows : 1. Osteophytes in the superomedial, anterocentral and anterolateral portions could be detected easily, but those in the lateral, superolateral and medial portions were very hard to identify. 2. The greater the condylar horizontal angle, the easier it was to detect an osteophyte. But there was no statistically significant difference except between 0 and 40 degrees of horizontal angulation. 3. Holes in the anterocentral and superocentral portions could be detected easily, but those in the lateral and medial portions were very hard to identify. There were no differences between the various condylar horizontal angles.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.445-456
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• 2005

The research concentrates on improving the in-hole seismic probe, which has been developed in past five years, to be used in stiffness measurements of tunnel-face materials. The probe was down-sized to be fit in 45-mm diameter holes(or BX) drilled by a jumbo-drill, which is used to drill holes to install explosives for tunneling. Also trigger system was improved by using a down-speeding motor for operating convenience and air packing system was replaced with a set of plate-springs to eliminate supply of compressed air. These modifications are to adjust the probe for the unfavourable environment inside of tunnels and to test without any further drilling cost. The probe and testing procedure were successfully adopted with horizontal holes drilled by a jumbo-drill at a tunnel-face to evaluate the stiffness of rock mass. The measured shear wave velocities can be used to estimate deformation properties of rock mass for tunnel analyses.