• 대한물리치료과학회지
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• 제8권1호
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• pp.727-734
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• 2001

Contracture is defined as the lack of full passive range of motion resulting from pint, muscle or soft tissue limitationprolonged Pint immobilization will result in stress and stretch deprivation and gradual development of contracture. the tissue changes caused by immobilization may be categorized as cellular modeling, ground substance and collagen response, and tissue response. contracture can be divided into three categories according to the anatomical location of pathological changes :arthrogenic, myogenic, soft tissue contractures Therapeutic approach of contracture is thermal or cold agents application, stretch or restoration of length, traction, manipulation, mobilization positioning and restoration of function. The purpose of this article is to review current concepts of mechanical properties and synthesis of collagen tissue and the underlying pathomechanics as it relates to evaluation and treatment of contracture.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 연약지반처리위원회 학술세미나
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• pp.1-13
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• 1999

The use of Compaction Grouting evolved in the 1950's to correct structural settlement of buildings. Over the almost 50 years, the technology has developed and is currently used in wide range of applications. Compaction Grouting, the injection of a very stiff, 'zero-slump' mortar grout under relatively high pressure, displaces and compacts soils. It can effectively repair natural or man-made soil strength deficiencies in variety of soil formations. Major uses of Compaction Grouting include densifying loose soils or fill voids caused by sinkholes, poorly compacted fills, broken utilities, improper dewatering, or soft ground tunneling excavation. Other application include preventing liquefaction, re-leveling settled structures, and using compaction grout bulbs as structural elements of minipiles or underpinning. The technique replaced slurry injection, or 'pressure grouting', as the preferred method of densification grouting. There are several reasons for the increased use of Compaction Grouting which can be summarized in one word: CONTROL. The low slump grout and injection processes are usually designed to keep the grout in a homogeneous mass at the point of injection, while acceptable in some limited applications, tends to quickly get out of control. Hydraulic soil fracturing can cause extensive grout travel, often well beyond the desired treatment zone. So, on the basis of the two case history constructed in recent year, a study has been peformed to analyze the basic mechanism of the Compaction Grouting and verify the effectiveness of the ground improvement using some test methods.

• Korean Chemical Engineering Research
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• 제54권6호
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• pp.746-752
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• 2016

본 연구에서는 열처리된 석유계 잔사유(pyrolysis fuel oil)부터 얻어진 탄소 전구체(피치)를 탄화시켜 소프트 카본을 제조하였다. 세 종류의 탄소 전구체는 3903($390^{\circ}C$, 3 h), 4001($400^{\circ}C$, 1 h), 4002($400^{\circ}C$, 2 h) 열 반응에 의해 준비되었다. 제조된 소프트 카본 음극소재의 입도를 $25{\sim}35{\mu}m$로 균일하게 한 후 붕산 첨가량을 달리하여 열처리를 통해 붕산 처리된 소프트 카본을 얻었다. 붕산처리를 통해 제조된 소프트 카본의 물리적 특성을 확인하기 위하여 XRD, FE-SEM, XPS 분석을 실시하였다. 또한 $LiPF_6$ (EC : DMC=1:1 vol%+VC 3wt%) 전해질을 사용하여 충 방전, 율속, 순환 전압 전류 시험, 임피던스 등과 같은 전기화학적 테스트를 수행하여 붕산 처리된 소프트 카본 음극 소재의 성능을 조사하였다. $25{\sim}35{\mu}m$의 입도를 가지는 3903 소프트 카본($H_3BO_3$/Pitch=3:100 중량비)을 이용한 전지의 용량 및 초기 효율은 330 mAh/g, 82%로 다른 합성물보다 우수한 결과를 보였다. 또한 2C/0.1C 속도특성은 90%임을 보였다.

• 한국지반공학회논문집
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• 제27권5호
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• pp.5-15
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• 2011

최근 연안지역에서의 대형건설공사 증가로 인해 대규모의 연약지반처리 공사가 많이 이루어지고 있다. 이로 인해, 흙에 시멘트나 석회를 첨가하여 안정성과 내구성을 증대시키는 고화안정처리공법이 연약지반 현장의 표층처리에 빈번히 사용되고 있다. 고소성, 고압축성의 초연약 점성토를 대상으로 한 고화처리 연구는 그 동안 많이 이루어져 왔으나 상대적으로 낮은 소성성과 압축성을 가진 실트질 점성토를 대상으로 한 고화처리 연구는 찾아보기 힘들다. 따라서 본 연구에서는 송도 지역의 저소성 실트질 점성토를 배합 함수비, 개량재 배합비, 양생 기간을 변화시키며 시멘트와 생석회로 고화처리하고, 일축압축 시험 및 평판재하시험을 통하여 강도 특성을 파악하였다. 일축 압축 시험과 평판 재하 시험으로부터 상당히 일치하는 강도 특성 결과를 얻었으며, 이를 바탕으로 개량토를 매립지 표토층으로 이용하였을 경우 건설 장비의 주행성을 평가하였다. 이상의 결과로부터 송도 지역 점성토를 고화 처리하는 최적의 조건을 얻을 수 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.705-712
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• 2005

Among soft ground treatment methods with granular soil used in domestic, the sand compaction pile method has been utilized greatly, but, as a result of exhaustion of sand and increase of unit cost, a necessity of an alternative method is suggested. In this study, the static load tests for group crushed-stone compaction piles which were constructed at in-situ site were performed. Pile diameter was 700mm and area of loading plates were changed. The static load tests of single and group piles were performed for area replacement ratio of 20, 30 and 40%. Based on test results, bearing capacity of group crushed-stone compaction pile were estimated. The more both single pile and group pile increase, the more yield bearing capacity tended to increase. Also, the yield bearing capacity of a group pile is about 50% less than the yield bearing capacity of a single pile. If the ground reinforced with the crushed-stone compaction pile is replacement ratio of $20{\sim}40%$, RIYB of both single pile and group pile increases qualitative tendency of linear more than original ground

• 보존과학연구
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• 통권27호
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• pp.215-226
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• 2006

In the field conservation treatment, it is important that the method chosen to lift an object out of the ground depends on its surrounding weather, strength, size, composition, and condition. This paper describes a physical support(Urethane bandage, De naturation - polyisoprene resin) created for lifting delicate relics in this field. The advantage of Urethane bandage method is of conveniently portable size, and it's convenient for use, while curing time is very fast.(approx. 5~10minute)Denaturation -polyisoprene resin is able to be soft by the hot water(approx. $60^{\circ}C$ ). so it's good to stick to the relic surface of an indeterminate form. The results of use of these reinforcement methods are of utility value.

• 대한정형도수물리치료학회지
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• 제25권2호
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• pp.39-46
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• 2019

Background: Ground repulsion or impact on the ground during daily activities, sports, or occupational activities may cause injury to the knee when walking. Non-elastic taping is effective in treating these problems in previous studies. Non-elastic taping strengthens the structure of the soft tissues of the injured knee joint to maintain constant tension, improves muscle rearrangement and function, and improves proprioception. Based on previous studies, we intended to see the therapeutic changes of non-elastic taping in patients with patellofemoral joint pain syndrome. Methods: The non-elastic taping application method was applied to the patient three times for five hours for one week. Non-elastic taping was applied to the patellar tendon with little space above the skin segment of the patellar femur, with both sides fixed by taping. Muscle strength and gait change were evaluated with non-elastc taping. Results: The knee flexion, extension strength and gait evaluation of the knee joint with inelastic taping showed significant differences after treatment. There was a significant difference in the comparison between the two groups after the treatment method was applied (p<.05). Conclusion: As a result, this study confirms that the non-elastic taping method applied for the treatment of patellar femoral joint pain syndrome is effective in the treatment.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회 2차
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• pp.61-67
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• 2010

Thick soft clay deposits which are generally located at the west and south coast of the Korean peninsula have complicated characteristics according to their orientation and formation history. Thus, several geotechnical problems could possibly occur when those soft clay deposits are used as foundations for marine structures. Deep cement mixing (DCM) method is one of the most widely used soft soil improvement method for various marine structures, nowadays. DCM method injects binders such as cement into the soft ground directly and mixes with the in-situ soil to improve the strength and other geotechnical properties sufficiently. However, the natural impacts induced by dynamic motions such as ocean waves, wind, typhoon, and tusnami give significant influences on the stability of marine structures and their underlaying foundations. Thus, the dynamic properties become important design criteria to insure the seismic stability of marine structures. In this study, the dynamic behavior of cemented Busan clay is evaluated. Laboratory unconfined compression test and resonant column test are performed on natural in-situ soil and cement mixed specimens to confirm the strength and strain-dependent dynamic behavior variation induced by cement mixing treatment. Results show that the unconfined compressive strength and shear modulus increase with curing time and cement content increment. Finally, the optimized cement mixing ratio for sufficient dynamic stability is obtained through this study. The results of this study are expected to be widely used to improve the reliability of seismic design for marine structures.

• 한국지반공학회논문집
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• 제27권9호
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• pp.55-66
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• 2011

강제치환공법은 다른 연약지반 처리공법에 비하여 시공이 단순하고 경제성이 우수하나 현재까지 정확한 이론적 산정기법이 정립되어 있지 않기 때문에 치환심도의 예측이 제대로 이루어지지 않고 있는 실정이다. 본 연구에서는 대다수의 예측식이 지지력을 기반으로 한 내용에서 관점을 바꾸어 액성한계 및 자연함수비에 근거한 새로운 형태의 예측식을 제안하였다. 예측식은 현장에서 관측된 계측결과와 확인보링에 근거하고, 지역성을 대변하기 위해 시화지역의 실트/점토의 특성을 분석한 자료로부터 관계식을 도출하였으며, 이를 회귀분석기법을 적용하여 최종 예측식을 도출하였다.

• 한국지반공학회논문집
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• 제22권11호
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• pp.143-149
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• 2006

무단 매립이나 일시 야적으로 환경오염을 유발하는 굴패각을 활용한 친환경 굴패각고화재의 고화성능을 평가하는 일련의 실험연구를 수행하였다. 연구목적은 연약지반개량에 적용하기 위하여 고화재의 고화능력을 평가하고 지반개량 효과를 규명하는 것이다. 이를 위하여 굴패각 고화재 및 시멘트 고화재를 가지고 준설토사에 적용하여 양생기간 및 물/고화재 비를 다르게 변화하면서 일축압축실험을 수행하여 상호 비교하였다. 실내모형 실험을 수행한 결과,굴패 각 고화재는 표층이나 천층 및 심층혼합처리공법으로 연약지반을 개량하는 경우에 시멘트 고화재 보다 고화성능이 우수한 것으로 나타났다.