• 제목/요약/키워드: Primary clay

검색결과 111건 처리시간 0.021초

Use of clay bricks in the making of modern architecture: Continuing validity as contemporary building material in arid Egypt

  • Hend Abdelkader;Alfred B. Hwangbo
    • Architectural research
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    • 제26권2호
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    • pp.21-29
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    • 2024
  • The use of clay bricks dates back to ancient Egypt. From the stamped clay tablets to the works of contemporary buildings, clay was significant building material for both cultural and pragmatic reasons. In the making of modern architecture in Egypt, Hassan Fathy employed clay as primary substance for building. This study demonstrates the use of clay bricks in ancient Egypt and in the works of Hassan Fathy. This study further exemplifies that the use of clay bricks is still valid in contemporary architecture in Upper Egypt and Siwa Oasis. The use of clay bricks provides structural durability and efficient insulation in the arid regions, and it also adheres to the vernacular building traditions. This paper proves that the use of clay bricks plays a crucial role in the making of modern architecture in Egypt for its pertinence in the historic continuity and practicality.

Effect of rate of strain on the strength parameters of clay soil stabilized with cement dust by product

  • Radhi M Alzubaidi;Kawkab Selman;Ayad Hussain
    • Geomechanics and Engineering
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    • 제37권4호
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    • pp.419-429
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    • 2024
  • The primary goal was to assess how the addition of cement dust, a byproduct known to be harmful, could be used to stabilize clay. Various percentages of cement dust were added to soil samples, which were then subjected to triaxial testing at different rates of strain using an unconsolidated undrained triaxial machine. Six different rates of strain were applied to analyze the response of the clay under different conditions, resulting in 216 triaxial sample tests. As the percentage of cement dust in the clay samples increased, there was a noticeable increase in the strength properties of the clay, indicating a positive effect of cement dust on the clay's strength characteristics. Higher rates of strain during testing led to increased strength properties of the clay. Varying cement dust content influenced the impact of increasing the rate of strain on the clay's strength properties. Higher cement dust content reduced the sensitivity of the clay to changes in strain rate, indicating that the clay became less responsive to changes in strain rate as cement dust content increased. Potential for Clay Stabilization Cement dust proved the potential to enhance the strength properties of clay, indicating its potential utility in clay stabilization applications. Both higher percentages of cement dust and higher rates of strain were found to increase the clay's strength. It's essential to consider both the percentage of cement dust and the rate of strain when assessing the strength properties of clay in practical applications.

Assessment of long-term behaviour of a shallow tunnel in clay till

  • Wang, Z.;Wong, R.C.K.;Heinz, H.
    • Geomechanics and Engineering
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    • 제2권2호
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    • pp.107-123
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    • 2010
  • Ground settlements and pore pressure changes were monitored around a shallow tunnel constructed in clay till during the excavation and primary lining installation. The settlements above the tunnel continued to develop for up to 100 days after the primary lining installation. Triaxial compression tests were carried out to estimate the short-term and long-term deformation characteristics of the till. Numerical simulation was conducted to history match the field measurements, and thus, to quantify the settlements induced by ground stress relief, consolidation and creep. It was found that the surface settlements due to ground stress relief, consolidation and creep are 17, 12 and 71% of total settlement (about 44 mm), respectively. In addition, early installation of rigid concrete lining could be an effective means to reduce the settlement due to creep.

Sintering process에 의한 MSWI fly ash를 혼합한 일차점토(一次粘土)와 적황토(赤黃土) 공시체(公試體)의 특성(特性) (Characteristics of Specimens Made from Primary Clay and Red Hwangto with MSWI Fly Ash by Sintering Process)

  • 유승철;권문선;박상민
    • 자원리싸이클링
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    • 제19권2호
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    • pp.10-18
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    • 2010
  • 본 연구는 소성공정으로 MSWI fly ash를 혼합한 일차점토와 적황토 공시체의 특성을 알아보기 위하여 진행되었다. 최대 20 wt% MSWI fly ash를 혼합한 공시체는 SEM, UTM, ICP 등의 방법으로 분석되었으며, 그 결과 $P_{10}$공시체는 휨강도가 증가하였고, $R_5$공시체는 압축강도와 휨강도가 증가하였다. 또한 중금속 용출량도 기준치를 만족하였다. 이것은 MSWI fly ash가 소성공정에 의한 벽돌제조에서 기존 재료의 부분대체에 적합하다는 것을 나타내는 것이다.

황토의 일반적 특성 및 산화철 함량 (General Properties and Ferric Oxide Content of Hwangtoh(Yellow Ochre))

  • 김인규;서성훈;강진양
    • Journal of Pharmaceutical Investigation
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    • 제30권3호
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    • pp.219-222
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    • 2000
  • The purpose of this research was to investigate the general properties and main ingridients of Hwangtoh, which is the Korean loess. It is well known as a raw material of pottery shown to be widely scattered on the earth, especially in Korea. It belongs to primary clay that was found to be rich on mountain surface or field. In this study, XRF Spectral method was employed to analyze the chief ingredients of Hwangtoh, being found to consist of $43{\sim}50%\;SiO_2,\;2{\sim}34%\;Al_2O_3,\;2{\sim}3%\;Mg,\;2{\sim}3%\;Na\;and\;1{\sim}2%\;K$. The ferric oxide contents of Hwangtoh from San Chung, Ha Dong, Ko Ryung, Ouk Chong, Bang Gae and Song Kwang were 6.46, 7.96, 11.26, 9.36, 9.06 and 9.28 %, respectively. The general characteristics of Hwangtoh from different places were studied by determining the content of water and the capacity to maintain temperature. Based on the above results, Hwangtoh could be said to have better quality than primary clay of Kaolin dose, and also would be able to find an application in construction formulations.

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Effect of Matrix Viscosity on Clay Dispersion in Preparation of Polymer/Organoclay Nanocomposites

  • Ko, Moon-Bae;Jho, Jae-Young;Jo, Won-Ho;Lee, Moo-Sung
    • Fibers and Polymers
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    • 제3권3호
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    • pp.103-108
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    • 2002
  • The viscosity effect of matrix polymer on melt exfoliation behavior of an organoclay in poly($\varepsilon$-caprolactone) (PCL) was investigated. The viscosity of matrix polymer was controlled by changing the molecular weight of poly($\varepsilon$-eaprolactone), the processing temperature, and the rotor speed of a mini-molder. Applied shear stress facilitates the diffusion of polymer chains into the gallery of silicate layers by breaking silicate agglomerates down into smaller primary particles. When the viscosity of PCL is lower, silicate agglomerates are not perfectly broken into smaller primary particles. At higher viscosity, all of silicate agglomerates are broken down into primary particles, and finally into smaller nano-scale building blocks. It was also found that the degree of exfoliation of silicate layers is dependent upon not only the viscosity of matrix but thermodynamic variables.

Characterization of Clay Minerals in Ranch Pasture

  • Kang, Sangjae;Jang, Jeonghun;Park, Nayun;Park, Junhong;Choi, Seyeong;Park, Man;Lee, Changhee;Lee, Donghoon;Zhang, Yongseon
    • 한국토양비료학회지
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    • 제49권1호
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    • pp.53-59
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    • 2016
  • This study deals with the distribution of the clay minerals separated from clay fractions of ranch pastures in Korea and their chemical and mineralogical properties. Crystalline phases of the clay minerals were identified by powder X-ray diffraction (XRD) pattern and FT-IR spectra, and their relative chemical compositions were also analyzed by X-ray flourescence spectrometry (XRF). Primary minerals consisted mainly of quartz and mica and chlorite and kaolinite along with a trace of swelling micas were identified as secondary clay minerals. However, the relative content of these clay minerals was different with the locations, which led to significant effects on physical and chemical properties of soils like inorganic elemental composition. In particular, $SiO_2$ content was higher in Gochang ranch pasture than in other ranch pasture. Infrared (IR) spectra did not indicate any significant differences in organic functional groups among the locations. This study clearly showed that ranch pastures had different relative content of clay minerals and chemical properties depending on the location and consequently that those properties are worthy to be taken into account for soil amendment.

실내압밀시험에 의한 남해안지역 연약점토의 $C_a/C_c$ 평가 ($C_a/C_c$ for Soft Clay at the Southern Port of Korea by Laboratory Consolidation Tests)

  • 김규선;임형덕;이우진
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1999년도 연약지반처리위원회 학술세미나
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    • pp.70-77
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    • 1999
  • Consolidation settlements on soft clay are often large and potentially damaging to structures. Currently, large-scale projects are in progress in Korea. These structures will be constructed on both thick and soft clay layers, and so the accurate evaluation of magnitude of settlement is required at every step in design and construction. Especially, secondary compression play an important role in consolidation settlements on soft clay. Generally, the magnitudes of secondary compression are evaluated by laboratory and in-situ consolidation tests or by empirical $C_{a/}$ $C_{c}$ relationships. The empirical $C_{a/}$ $C_{c}$ may not be only economical, but a fast and powerful tool in estimating secondary consolidation settlement. However, databases of the $C_{a/}$ $C_{c}$ relationship for sites in Korea are currently insufficient. The purpose of this study is to investigate the relationship of $C_{a/}$ $C_{c}$, on marine clay near the southern sea in Korea. In this study a series of incremental loading consolidation tests (measuring base pore water pressure) are performed. It was found that the $C_{a/}$ $C_{c}$ on undisturbed marine clay equaled 0.0397. This value is similar to the value proposed by Mesri and Castro(1987) for inorganic clay and silt. and silt. and silt.

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남해안 해성점토의 $C_a/C_c$ ($C_a/C_c$ for Marine Clay at Southern Part of Korea)

  • 김규선;임형덕;이우진
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1999년도 봄 학술발표회 논문집
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    • pp.373-380
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    • 1999
  • Consolidation settlements of soft clay are often large and potentially damaging to the structures. Currently, large-scale construction projects for airport and harbor etc. are in progress in Korea and many of these structures will be constructed on thick and soft clay layers. For this kind of ground condition, evaluation of consolidation settlement is required at every design and construction stages, and the magnitude of secondary compression appears to be larger than expected. Generally, the magnitude of secondary compression is evaluated by laboratory and in-situ consolidation tests or by empirical $C_{a/}$ $C_{c}$, relationship. The use of empirical value $C_{a/}$ $C_{c}$ may be economical, fast and powerful tool in estimating secondary consolidation settlement. However, the databases of the $C_{a/}$ $C_{c}$, for typical soft clays in Korea are insufficient. The purpose of this study is to investigate the relationship of $C_{a/}$ $C_{c}$ on marine clay near the southern sea in Korea. A series of incremental loading consolidation tests with measurement of pore water pressure were performed. It was found that the $C_{a/}$ $C_{c}$ of undisturbed marine clay is 0.0397. This value is similar to that proposed by Mesri and Castro(1987) on inorganic clay and silt. and silt. and silt.

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Characterization and Distribution of Clay Minerals in Corn Field Soils in Korea

  • Jang, Jeonghun;Park, Nayun;Lee, Donghoon;Choi, Seyeong;Park, Junhong;Park, Man
    • 한국토양비료학회지
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    • 제49권6호
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    • pp.813-818
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    • 2016
  • Distribution of clay minerals separated from clay fraction of corn fields in Korea has been investigated along with their characterization. Crystalline phases of the clay minerals were identified by powder X-ray diffraction (XRD) pattern, and their relative chemical compositions were analyzed by X-ray fluorescence spectrometry (XRF). The soils were found to have pH 6.4, organic matter $37.2g\;kg^{-1}$, available $P_2O_5$ $599mg\;kg^{-1}$, respectively, and exchangeable K, Ca and Mg were 1.2, 7.3 and $1.8cmol_c\;kg^{-1}$, respectively. Major primary minerals consisted mainly of quartz and mica, and kaolinite and chlorite were identified as major secondary clay minerals. For most of soils, mica phase was identified to be muscovite rather than biotite. The average contents of $SiO_2$, $Al_2O_3$ and $Fe_2O_3$ were 43.7, 23.6 and 8.8%, respectively, although they were different with the locations.