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2003年度土建专业模拟试卷(2003 civil engineering simulation test paper)
2003年度土建专业模拟试卷(2003 civil engineering simulation test paper) The 2003 year civil engineering simulation papers A RadioButtonList (a total of 30 questions, each question 2 points) 1, determine the concrete measure of liquidity is the water. A, B, C penetration consistency, slump, D of first multiple-choice answer: ABCD 2, construction of underground continuous wall, mud is the main function of the water. A, B, sand wall C, D, cooling lubrication second multiple-choice answer: ABCD The bearing member 3, the lower part of the building is the water. A, B, C, basic stratum foundation and foundation D, third multiple-choice answer: ABCD 4, the basement floor elevation in the underground water level above the basement, just do the water. A, B, waterproof waterproof and moistureproof processing C D, anti-seepage treatment of fourth multiple-choice answer: ABCD 5, in addition to general construction drawing plan, plan, elevation, section drawing and drawing, should also include pedestrians to cross from. A, B, scenograph construction organization design C, D design, calculation of fifth multiple-choice answer: ABCD 6, the beam longitudinal reinforcement is decided by pedestrians to cross from the. A, calculation of flexural strength B, oblique section strength calculation of C, D and shear calculation of structural reinforcement of sixth multiple-choice answer: ABCD 7, in the same strength grade of cement, the three day strength is the highest in the water. A, B, volcano ash cement and fly ash Portland cement C D of cement, slag cement is seventh multiple-choice answer: ABCD 8, ordinary concrete apparent density for pedestrians to cross from. A, more than 1800 kg / m3 B, 1800 ~ 2600 kg / m3 C, less than 1900 kg / m3 D, 1900 ~ 2500 kg / m3 eighth multiple-choice answer: ABCD Pedestrians to cross from the sand, the maximum particle size should be less than the minimum size of the section 9, concrete. A, 1/2 B, 3/4 C, 1/4 D, 1/5 ninth multiple-choice answer: ABCD 10, concrete u
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