• 제목/요약/키워드: Lateral mass

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Displacement Analysis of an Excavation Wall using Inclinometer Instrumentation Data, Banyawol Formation, Western Daegu (경사계를 이용한 대구 서부지역 반야월층 굴착 지반의 변위 분석)

  • Ihm, Myeong-Hyeok
    • The Journal of Engineering Geology
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    • v.23 no.1
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    • pp.47-55
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    • 2013
  • To analyze lateral displacement of excavation walls exposed during the construction of Subway Line 1 in the Daegu region, inclinometer measurement data for sites D4, D5, and Y6 are investigated from the perspective of engineering geology. The study area, in the Banyawol Formation, Hayang Group, Gyeongsang Supergroup, is in the lower part of bedrock of andesitic volcanics, calcareous shale, sandstone, hornfels, and felsite dykes that are unconformably overlain by soil. The rock mass around the D4 site is classified as RMR-V grade and the maximum lateral displacement of 101.39 mm, toward N34W, was measured at a bedding-parallel fault, at a depth of 12 m. The rock mass around the D5 site is classified as RMR-IV grade and the maximum lateral displacement of 55.17 mm, toward the south, was measured at a lithologic contact between shale and felsite, at a depth of 14 m. The rock mass around the Y6 site is classified as RMR-III grade and the maximum lateral displacement of 12.65 mm, toward S52W, was measured at an unconformity between the soil and underlying bedrocks, at a depth of 7 m. The directions of lateral displacement in the excavation walls are vector sums of the directions perpendicular to the excavation wall and horizontally parallel to the excavation wall. Lateral displacement graphs according to depth in the soil profile show curvilinear trajectories, whereas those in bedrock show straight and rapid-displacement trajectories.

A Case of Fish Bone Foreign Body as a Lateral Neck Mass (외측경부 종물로 나타난 어류골편이물 1례)

  • Chu, Hyung-Ro;Ko, Weon-Hyoug;Choi, Dong-Joon;Kim, Il-Woo;Kim, Beom-Gyu;Park, Il-Seok;Kim, Yong-Bok
    • Korean Journal of Bronchoesophagology
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    • v.13 no.2
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    • pp.72-77
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    • 2007
  • The case report of migrating ingested fish bone presenting as an unresolving inflamed neck mass is rare. The diagnosis must be suspected in a patient with an unresolving inflamed cutaneous lesion, especially one with a punctum, the tenderness of the lesion elicited on swallowing and the presence of a palpable subcutaneous neck mass. In such a patient, a history of recent foreign body ingestion must be actively sought. An accurate early diagnosis of this easily treatable condition is desirable because it could avert unnecessary delays, inconveniences, anxiety, costs, and surgery. The authors experienced a case of lateral neck mass resulting from the migration of a fish bone which was successfully removed by surgical exploration and made a report with a review of literature.

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Inflammatory Pseudotumor in the Lateral Ventricle with Repeated Bleeding-Case Report-

  • Park, Jong-Hwa;Nam, Taek-Kyun;Hwang, Sung-Nam;Park, Seung-Won
    • Journal of Korean Neurosurgical Society
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    • v.45 no.2
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    • pp.99-102
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    • 2009
  • Inflammatory pseudotumor is an uncommon lesion with unknown etiology characterized by sclerosing inflammation which clinically and radiographically mimics a neoplastic lesion. A 47-year-old man presented with sudden headache and dysarthria. Brain CT scan revealed a $2.6{\times}2.2\;cm$ sized, round, and hyperdense mass in the anterolateral wall of the left lateral ventricular trigone. On MR imaging studies, the mass showed low signal intensity in the wall of the trigone on T2-weighted image, central mixed (iso- and high-) signal intensity with peripheral low-signal intensity on T1-weighted image. Subtle staining of left choroid plexus with irregular shaped distal branch of anterior choroidal artery was found on the cerebral angiography. These findings suggested a small tumorous lesion originated from the left choroid plexus. During the hospital days, the mass manifested as repeated hemorrhages. The mass was successfully removed via left occipital transcortical approach. The histopathological report of the specimen was hemorrhage and fibrosis, with dense lymphoplasma cell infiltration, suggestive of an inflammatory pseudotumor.

A Case of a Huge Lateral Neck Mass as the Initial Presentation of Thyroid Carcinoma (거대한 단발성 측경부 종물로 나타난 전이성 갑상선암 1례)

  • Sohn Jin-Ho;Park Jae-Yul;Kim Kwang-Hoon;Sung Nak-Kwan
    • Korean Journal of Head & Neck Oncology
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    • v.15 no.1
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    • pp.89-91
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    • 1999
  • We experienced a case of the papillary thyroid carcinoma seen as a huge solid lateral neck mass. The mass grew very slowly over the period of 30years up to 10cm in diameter while relatively well sparing the surrounding tissues. Physical examinations, CT scan, and fine needle aspiration cytology did not reveal any strong suggestions for evidence of malignancy. But it was pathologically diagnosed as metastatic thyroid carcinoma by excisional biopsy. We emphasize that for a large solitary neck mass which persists for several decades, head and neck surgeons should always keep in mind the possibility of metastasis from the malignancy of thyroid gland.

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The Kinematic Analysis of the Rybalko Motion on the Horizontal Bar (철봉 리발코(Rybalko) 동작의 운동학적 분석)

  • Lee, Byoung-Won
    • Korean Journal of Applied Biomechanics
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    • v.16 no.1
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    • pp.109-117
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    • 2006
  • The purpose of this study was done in order to investigate the Kinematical variables of the Rybalko motion on the Horizontal bar using the 3-dimensional cinematographic method. For this study, three excellent athletes take part in a 2003 Daegue universid game were chosen. The subject,s Rybalko motion was filmed with S-VHS camera at the speed of 60 fields per second and digitized the each fields. And the Kwon3D 3.1 version program was employed to obtain 3-dimensional data. As a result of this study. 1. A total time spent for performing Rybalko skill was Mean $2.52{\pm}0.13sec$. From starting down swing to releasing right hand the Mean $0.84{\pm}0.24sec$ was taken. 2. In the event 3 of Rybalko motion, that is, the moment which the right-hand is released on the bar, the center of mass must is employed at the position above the horizontal line of bar. In this research, the average vertical displacement(z axe) of center of mass shows $47.87{\pm}3.14cm$. 3. In the event 5, that is, the moment which the right-hand is catched again on the bar, the center of mass is employed at the position before the vertical line of bar. In this research, the average horizontal displacement(z axe) of center of mass shows $47.87{\pm}3.14cm$. 4. It has been seen that, at the moment of release of right-hand, lateral variation of center of mass is 13.395cm, vertical variation of center of mass is 7.41cm Thus, it is concluded that lateral variation of center of mass should be reduced for high grade to be acquired. 5. It has been founded that high speed of down swing influences speed of up swing, and that, in the motion of twist, the horizontal speed is little changed.

Vibration Analysis of Vertical Pumps (수직펌프의 진동해석)

  • 홍진선
    • Journal of KSNVE
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    • v.9 no.5
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    • pp.928-935
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    • 1999
  • Vertical pumps are widely used owing to the fact that they occupy small floor space. In this type of pumps, however, the vibrational problems are very important, since, in many cases, they have less stiffness in comparison with lateral pumps. This study presents a simple solution method for calculating the natural frequencies and modes of vertical pumps. In this study, a mode of a vertical pump was developed and the nondimensional parameters for the vibrational characteristics of it were determined. Added mass was calculated for the effects of water and the transfer matrix method was used.

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Evaluation of Lateral Earth Pressure on Buried Pipes in Soft Ground Undergoing Lateral Movement (측방유동지반속 지중매설관에 작용하는 토압식 산정)

  • 홍원표;한중근;배태수
    • Journal of the Korean Geotechnical Society
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    • v.18 no.5
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    • pp.55-65
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    • 2002
  • Model tests were performed to investigate the mechanism of lateral earth pressure on a buried pipe, which was installed in a plastic flowing soil mass undergoing lateral movement. On the basis of failure mode tests, the equation of lateral earth pressure to apply Maxwell's visco-elastic model was proposed to consider the soil deformation velocity. Through a series of model tests of differential soil deformation velocity, lateral earth pressure of theoretical equation was compared with experimental results. When lateral soil movement was raised, the lateral earth pressure acting on buried pipe increases linearly with the soil deformation velocity. It shows that the lateral earth pressure on buried pipe is largely affected by soil deformation velocity. When plastic soil movement was raised, lateral earth pressure predicted by theoretical equation showed good agreement with experimental results. Also, coefficient of viscosity by theoretical equation had a good agreement with direct shear test results.

A Case Report of Neurilemmoma of the Chest Wall (흉벽에 발생한 양성 신경초종 1예)

  • Lee, Tae-Yeong;Park, Jae-Suk;Sung, Young-Ran;Kim, Wan-Su;Lee, Jae-Kyung;Park, Mi-Kyung;Kim, Do-Sub;Hur, Kab-Do
    • Tuberculosis and Respiratory Diseases
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    • v.44 no.3
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    • pp.649-654
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    • 1997
  • Benign solitary schwannoma of the chest wall is a rare disease of nerve sheath origin A 43-year-old female patient was admitted to our hospital for right upper quandrant pain Chest X-ray shows nonspecific finding, ultrasonography & CT scan revealed a solid tumor on the right lateral chest wall. On aspiration needle biopsy, this mass was turned out to be a schwannoma of the right lateral chest wall. This mass was excised surgically in an encapsulated state by right lateral thoracotomy. Histological section revealed a typical schwannoma, which is characterized by Antoni A and Antoni B tissues of high & low cellularity.

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The Lateral Earth Pressure on Braced Cut Walls Considering Subsoil Condition in Korea (국내 지반조건을 고려한 흙막이 백제에 작용하는 토압)

  • Chae, Young-Su;Moon, Il
    • Proceedings of the Korean Geotechical Society Conference
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    • 1994.09a
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    • pp.129-138
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    • 1994
  • It is well recognized that accurate analysis of lateral earth pressure is very signficant factor which determines the design amount of braced cut walls and braced systems. Many researchers, Peck, Terzaghi-Peck and so on, make a study about lateral earth pressure to act on the flexible walls. But these studies trouble accurate to multy layered systems like inland areas in Korea. This study is compared with the field messurement data to estimate the earth pressure distributions in multy layered areas and the empirical earth pressure distributions. The conclusions are as follows : At final excavation depth, the lateral earth pressure which messured by field instrument is smaller than the empirical earth pressure. (About 1.85~5.32 times). In the case of considering the soft rock layer to the final excavation depth, the messured earth pressure is safe to be compared with empirical earth pressure. The messured earth pressure distributions are like that the upper soil layer is small the middle soil layer is large, the rock mass layer is very small.

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Identifying stiffness irregularity in buildings using fundamental lateral mode shape

  • Vijayanarayanan, A.R.;Goswami, Rupen;Murty, C.V.R.
    • Earthquakes and Structures
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    • v.12 no.4
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    • pp.437-448
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    • 2017
  • Soft or extreme soft storeys in multi-storied buildings cause localized damage (and even collapse) during strong earthquake shaking. The presence of such soft or extremely soft storey is identified through provisions of vertical stiffness irregularity in seismic design codes. Identification of the irregularity in a building requires estimation of lateral translational stiffness of each storey. Estimation of lateral translational stiffness can be an arduous task. A simple procedure is presented to estimate storey stiffness using only properties of fundamental lateral translational mode of oscillation (namely natural period and associated mode shape), which are readily available to designers at the end of analysis stage. In addition, simplified analytical expressions are provided towards identifying stiffness irregularity. Results of linear elastic time-history analyses indicate that the proposed procedure captures the irregularity in storey stiffness in both low- and mid-rise buildings.