市政类二级建筑师模拟题(Municipal level two architects mock problems).docVIP

市政类二级建筑师模拟题(Municipal level two architects mock problems).doc

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市政类二级建筑师模拟题(Municipal level two architects mock problems)

市政类二级建筑师模拟题(Municipal level two architects mock problems) The scene (a) The structure of a road project are as follows: 7cm asphalt concrete pavement, 15cm thick cement stabilized gravel, 12% 15cm thick lime stabilized soil and lime improved soil cushion thickness of 8% 15cm. In the excavation depth of 0.2 ~ 1m. During construction period. According to the scene (a), answer the following questions: 1, the engineering subgrade excavation construction, it is appropriate () A must according to the measurement of middle line and side pile excavation, generally each side than the road width of 300 ~ 500mm B excavation section shall not exceed dig, in subgrade design elevation following 600mm below the root and other debris, can not clear C roller roller is not less than 8t D Street rainwater branch construction should be in bed after rolling Answer: A 2. subgrade compaction operation, to achieve the water content of the soil (), the compaction effect is the best. A liquid limit The optimum moisture content B C saturated water D plastic limit Answer: B 3, from the beginning to the mud stabilized water delay time fully compacted, generally not more than () A3h B5h C6h D3~4h Answer: D 4, the surface layer of rolling, is strictly prohibited in the grinding wheel brushing or spraying (). A doped liquid laundry water B diesel engine C isolation agent D detackifier Answer: B 5, the options listed, belongs to the subgrade construction in rain season is () A the day after digging, filling, compaction, leaving no troubles How many, how many shop, B with much pressure, how much C does not allow the lower wet construction, paving, rolling is completed in a timely manner in a timely manner D in the field of construction a movable tent, so that the rain can continue to complete Answer: A Scene (two) Bored pile foundation by a municipal overpass project, eight prismatic piers, superstructure span 25m post tensioned prestressed concrete box girder. Mainly through the pile of gravel soil

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