• Title/Summary/Keyword: rammed earth method

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A Study on the Eco-Tecnique of EcoCenter - Focused on the Building Material and Solar System - (에코센터의 생태건축기술에 관한 연구 - 건축재료와 태양에너지활용시스템을 중심으로 -)

  • Choi, Young-Ho;Shim, Woo-Gab
    • KIEAE Journal
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    • v.4 no.2
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    • pp.65-72
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    • 2004
  • Ecological architecture enables people to recycle and reuse architectural resources within the category of ecosystem and also to minimize the effect on environment in a whole process, including architectural planning, usage and exhaustion to use sustainable energies. Rammed earth wall construction method utilized in EcoCenter located in Crystalwaters ecological village in Austrailia is a good example, which maximizes its advantages and also covers its limits to use soil and wood as structural resources. In a case of wood, they used non-treated timber to minimize environmental load and utilized used materials in openings. In the roofs, aluminum coated steel which is plated with zinc collects rain effectively even though it is not regenerable. Nontoxic finishes and insulation in floor and ceiling with used papers are able to minimize its environmental load. Solar energy system applied in EcoCenter enables them to market extra energy with electricity companies as well as support needs of its own buildings to utilize photovoltaic panel system with PV panels. Passive solar system is planned effectively in heating and cooling to apply regenerative walls in a use of rammed earth wall construction and natural ventilation systems through openings.

An Experimental Study on the Bearing Capacity and Failure Behavior of Composite Ground Reinforced by RAP Method (RAP 복합지반의 지지력 및 파괴거동에 관한 실험적 연구)

  • 천병식
    • Journal of the Korean Geotechnical Society
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    • v.20 no.5
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    • pp.127-134
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    • 2004
  • Rammed Aggregate Pier (RAP) has extensive applicability as for a foundation of structures. In this study, bearing capacity of the reinforced ground by RAP and the failure behavior of RAP are investigated through experiments. RAPs with diameters of 45, 60, 70 mm were installed in sand, of which relative densities are 60, 70, 90%. Then, two columns of pressure gauges, near the RAPs and one diameter off from the center of piers, are installed 5, 10, 15, 20, 25, 30 cm from the surface of the ground. The test results show that maximum lateral earth pressure is observed near 5∼10 cm (1.0∼2.0D) from the surface, which indicates the occurrence of bulging failure type. In addition, deformation of RAP in radial direction increases with lower relative density of the ground. Furthermore, lateral stress distribution decreases with depth.