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Maeda Corporation Report of Technical Research Institute
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Maeda Corporation Report of Technical Research Institute
40
- A study on the seismic reinforcement of a pier using an anchor and a panel of pre-cast concrete and steel plate.
- Study on mix proportions of high flow concrete for dams with coarse aggregate of maximum size 80mm.
- A foundamental study on preplaced aggregate concrete using crushed concrete and fly ash.
- Application of fiver rainforced concrete for fill-type dam gallery.
- Application of the precast cegment to the galleries in fill-type dam.
- Earthquake observation and analyses on base isolated buildings.
- A study on steel bearing wall with slits. (Part 1). The evaluation method and structual characteristics.
- Study on an application of plate anchorage method to column reinforcement. (Part 1). Tests of joint with L-shaped specimens.
- A study on reinforcement of floor gap using half precast slab.
- Wind pressure coefficients data-base and wind load calculation system for design of cladding of high and middle-rise buildings.
- A study for the sound insulation design of long span slab in multiple dwelling house.
- Contrivance of a balustrade free from wind-induced noise.
- Development of hybrid turf reinfored by artificial lawn.
- Comparative study of the sectional formation of dwelling units in apartment houses.
- Study on site effect of buried-valley on earthquake ground motion due to input SV wave.
- Evaluating character of physical-dynamics and influence of waters about underwater embankment used package of light-weight mortar.
- Study on dynamic behavior of submerged filling made from packed light-weight mortar.
- Slope planting with the method of prepalents. About the Application nature of the bag shape vegetation unit.
- Establishment of a quality control technique for liquefied stabilized soil made from excavated surplus soil.
- Studies on electrokinetic processing of contaminated soil.
- A study on quality control of compaction ground by acceleration of vibratory roller.
- A study to predict of geological condition of forward tunnel face with drilling energy. (Part-II).
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