• Title/Summary/Keyword: Busan clay

Search Result 78, Processing Time 0.032 seconds

EFFECT OF SILT AND SALINITY ON THE MORTALITY OF MERETRIX LUSORIA $(R\ddot{O}DING)$ (이질과 염분이 백합의 폐사에 미치는 영향)

  • CHANG Sun-duck;CHIN Pyung;SUNG Byung-oun
    • Korean Journal of Fisheries and Aquatic Sciences
    • /
    • v.9 no.1
    • /
    • pp.69-73
    • /
    • 1976
  • Mortality of clam, Meretrix lusoria was measured during the experimental cultures in different sediments compositions and in different salinities of sea water. Experimental groups maintained in silt and clay showed significant mortality, while those treated in sand and in sand-silt showed little mortality. In the groups cultured in silt and clay, young groups of approximately 2.5cm in shell length were subjected to early and high mortality (approximately eighty-five per cent in foully-one days). The larger the shell size was, the later and the lower the mortality occurred. In different salinity, the groups maintained in silt and clay showed different mortalities. It is observed that the survival rate of the shell in the sea water of low salinity was higher than that in the high salinity water. Oxygen consumption of isolated gill tissue showed a little difference between the groups maintained in silt and clay and those in sand (the control-group). Consequently, it may be stated that the mortality results mainly from the deposition of silt and clay, although the survival rate of Meretrix lusoria depends also on water temperature, salinity, dissolved oxygen, body size ana other factors.

  • PDF

Bachelardienne Interpretation of the Architectural Image of Coop Himmelb(l)au - Focusing Busan Cinema Center analyzed by four-elements metaphor - (쿱 힘멜블라우 건축 이미지의 바슐라르적 해석 - 4원소론을 적용한 부산 영화의전당 분석을 중심으로 -)

  • Kim, In-Sung
    • Journal of the Architectural Institute of Korea Planning & Design
    • /
    • v.34 no.2
    • /
    • pp.85-94
    • /
    • 2018
  • This study tries to connect the 'four-elements metaphor' of Bachelard with architectural Images of Coop Himmelblau. Two basic terms of 'phenomenology of imagination' and 'material image' are explored firstly to understand the meaning and value of Bachelardienne four-elements in architectural discourse. The material images of air, fire, water, and clay are applied to the analysis of architectural experience of Busan Cinema Center(BCC) which is selected among works of Himmelblau by reason of its integrity of the four-elements' images. After elaborate Bachelardienne description of the images of BCC, the study examines whole Himmelblau's works since 1968 chronologically from the perspective of the four-elements' architectural images which are found in the analysis of BCC. The study of BCC could discover the images of air in two roofs, the images of fire in Double cone, the images of water in outdoor cinema, Dureraum square, flying brides, and the images of clay in Cinemountain and BIFF Hill. The chronological study found that Himmelblau had started their projects with the images of air in 1968 and tried the fire from 1978, and their regular examination of water and clay images had begun in mid 90's. After 2000, they could show a certain harmony of the four elements in their works.

Strain-rate-dependent consolidation characteristics of Busan clay (부산점토의 변형률 속도 의존적인 압밀특성)

  • Kim, Yun-Tae;Jo, Sang-Chan;Jo, Gi-Young
    • Proceedings of the Korean Geotechical Society Conference
    • /
    • 2005.03a
    • /
    • pp.240-247
    • /
    • 2005
  • In order to analyze effects of strain rate on consolidation characteristics on Busan clay, a series of constant rate of strain(CRS) consolidation tests with different strain rate and incremental loading test(ILT) were performed. From experimental test results, it was found that the preconsolidation pressure was dependent on the corresponding strain rate occurred during consolidation process. Also, consolidation curves normalized with respect to preconsolidation pressure gave a unique stress-strain curve. Coefficient of consolidation and permeability estimated from CRS test had a tendancy to converge to a certain value at normally consolidated range regardless of strain rate. An increase in excess pore pressure without change of total stress was noted on the incremental loading test after the end of loading.

  • PDF

A Study on The Settlement Behavior of Foundations for Light-weight Structures on Clay Deposits (연약지반에서 경량구조물 기초의 침하거동에 관한 연구)

  • Lee, Kwang-Yeol;Chung, Chin-Gyo;Yun, Sung-Tae
    • Proceedings of the Korean Geotechical Society Conference
    • /
    • 2007.09a
    • /
    • pp.692-700
    • /
    • 2007
  • There are several types of foundations for light-weight structures, such as low story buildings, on soft clay deposits. Those foundations, such as piled raft, compensated foundation, mat foundation, floating foundation are commonly used rather then end-bearing piles to get more benefits on the construction and cost savings. In this study, settlement behaviors are computed and compared for several types of foundations on soft clay deposits. Also, theoretical expressions of parameters for piled raft system were provided with co-relations for design purposes. The predictions of settlements of piled rafts foundation are proposed based on the pile dimensions and design loads. From this study, the piled raft foundations is more benefits for reducing the settlement of clay deposits, and it is found that the piled raft system is applicable and effective on thick clay deposits, and that differential settlements of the foundation should be managed by designing the configuration of pile lengths.

  • PDF

Strain-rate-dependent Consolidation Characteristics of Busan Clay (부산점토의 변형률 속도 의존적인 압밀특성)

  • Kim Yun-Tae;Jo Sang-Chan;Jo Gi-Young
    • Journal of the Korean Geotechnical Society
    • /
    • v.21 no.6
    • /
    • pp.127-135
    • /
    • 2005
  • In order to analyze effects of strain rate on consolidation characteristics of Busan clay, a series of constant rate of strain (CRS) consolidation tests with different strain rate and incremental loading tests (ILT) were performed. From experimental test results on Busan clay, it was found that the preconsolidation pressure was dependent on the corresponding strain rate occurring during consolidation process. Also, consolidation curves normalized with respect to preconsolidation pressure gave a unique stress-strain curve. Coefficient of consolidation and permeability estimated from CRS test had a tendency to converge to a certain value at normally consolidated range regardless of strain rate. An increase in excess pore pressure was observed after the end of loading without change of total stress on the incremental loading test, which phenomenon is called Mandel-Cryer effect. It was also found that rapid generation of excess pore pressure took place due to collapse of soil structure as effective stress approached to preconsolidation pressure.

Studies on Evaluation of Spent Bleaching Clay as a Feed Ingredient in Broiler Chicks (육계의 사료원으로 식용유 정제 폐백토(Spent Bleaching Clay)의 평가에 관한 연구)

  • Jeon, H.Y.;Son, J.H.
    • Korean Journal of Poultry Science
    • /
    • v.34 no.2
    • /
    • pp.99-104
    • /
    • 2007
  • Studies were conducted to evaluate spent bleaching clay as a feed resource. Raw spent bleaching clay from the soybean refining process in a rotary reactor is rich in crude fat (26.0%) and crude ash (68.3%) but low in moisture (5.2%) and crude protein (0.5%). The peroxide value of spent bleaching clay was significantly higher than soybean oil (P<0.05). Also the acid value of spent bleaching clay and soybean oil were 9.72 and 0.001, respectively, it was significantly different(P<0.01). It is possible that the acidification of spent bleaching clay was prevented by artificial method. On the feeding experiment, 2.0 to 4.0% of dietary spent bleaching clay were improve body weight gain, feed intake and feed/ gain. Results indicate that spent bleaching clay may be used at 2.0 to 4.0% for broiler diets without deleterious effects on performance.

Strain-dependent dynamic properties of cemented Busan clay (부산 고결점토의 변형률 의존적 동적거동특성에 관한 연구)

  • Kim, Ah-Ram;Chang, Il-Han;Cho, Gye-Chun;Shim, Sung-Hyun;Kang, Yeoun-Ike
    • Proceedings of the Korean Geotechical Society Conference
    • /
    • 2010.09b
    • /
    • pp.61-67
    • /
    • 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.

  • PDF

Study on Application of Reverse Engineering by Generation of the Free-Form Surface (자유 곡면 생성을 통한 역공학 적용에 관한 연구)

  • Hur, Sung-Min;Choi, Jae-Won;Lee, Seok-Hee
    • Journal of the Korean Society for Precision Engineering
    • /
    • v.18 no.10
    • /
    • pp.168-177
    • /
    • 2001
  • Reverse engineering has been widely used for the shape reconstruction of an object without CAD data and the measurement of clay or wood models fur the development of new products. To generate a surface from measured points by a laser scanner, typical steps include the scanning of a clay or wood model, the generation of compatible input curves, the generation of a surface and manufacturing data like G code or STL file. A laser scanner has a great potential to get geometrical data of a model for its frost measuring speed and higher precision. The data from a laser scanner are composed of many line stripes of points including small spikes and noise. A new approach using automated surface generating algorithm is introduced to deal with problems during reverse engineering process. And the input data and the generated surface are represented in IGES format, thus can be supplied to other CAD/CAM software without any data manipulation.

  • PDF

Characterization of Shear Waves in Busan New Port Clay: Estimation of the Coefficients of Shear Wave Velocity (부산 신항 점토의 전단파 특성 연구: 전단파 속도 계수 추정 사례)

  • Lee, Jong-Sub;Kim, Youngseok;Hong, Seungseo;Yoon, Hyung-Koo
    • The Journal of Engineering Geology
    • /
    • v.23 no.4
    • /
    • pp.503-510
    • /
    • 2013
  • Shear wave velocity is widely used as an parameter for investigating subsurface characteristics and for obtaining the design parameters based on theoretical equations. This study seeks to estimate the coefficient of shear wave velocity in Busan clay via laboratory tests. Eight specimens were extracted at depths of 10, 12, 15, 20, 22, 25, 30, and 31 m. The specimens were subjected to the consolidation test to determine the relationship between effective stress and shear wave velocity. The relationship shows a non-linear trend and is similar to the results of a previous study. The coefficient shows constant coverage and a relationship between ${\alpha}$ and ${\beta}$ is suggested. The results demonstrate that this coefficient could be used as a reference value to determine engineering parameters based on the shear wave velocity.

Correlation Between Engineering Properties and Mineralogy of Clay Sediments in the Estuary of the Nakdong River (낙동강 하구지역 점토퇴적물의 광물조성과 토질물성과의 상관관계)

  • Lee Sonkap;Kim Jin-Seop;Um Jeong-Gi;Hwang Jin-Yeon
    • Journal of the Mineralogical Society of Korea
    • /
    • v.18 no.2
    • /
    • pp.93-107
    • /
    • 2005
  • The estuary of Nakdong River area including Noksan industrial complex and Busan New Port is composed of thick unconsolidified sediments containing abundant clay, and thus is a potential hazardous area of ground subsidence. We analyzed mineral compositions and geotechnical properties of the clay sediments that sampled from 4 boreholes of the area, and examined vertical variations and their correlations. The results showed correlations between some mineral constituents and geotechnical properties of clay sediments. A positive correlation showed between quartz content and wet unit weight, whereas a negative correlation showed between quartz content and liquid limit. Feldspar content and water content showed a negative correlation, whereas content of clay minerals and liquid limit showed a positive correlation. And also, there is a negative correlation between content of clay minerals and wet unit weight. Correlation equations are obtained from the multiple regression analyses among plastic index, content of clay mineral, smectite and clay fraction.