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一、工程及地质概况新疆某市工业品贸易中心大楼,建筑面积5000余 m~2,为7层框架结构,中部有园顶,总高约50m,工程地质条件为:从地面起至13m 以轻亚粘土及亚粘土为主;13～18m 为一软粘土(泥炭)层,腐植质以芦苇为主,已腐烂,呈黑色,压缩状态含水量大于30%,承载力为0.09～0.11Mpa;18m 左右有轻亚粘土和细砂层,轻亚粘土的承载力
I. Overview of Engineering and Geology Overview The construction of an industrial product trade center building in a certain city in Xinjiang, with a building area of over 5,000 m2, is a 7-story frame structure with a garden top in the middle and a total height of about 50m. The engineering geological conditions are: from the ground up to 13m. Light sub-clay and sub-clay mainly; 13 ~ 18m is a layer of soft clay (peat), humus is mainly reed, has decayed, black, compressed water content greater than 30%, bearing capacity of 0.09 ~ 0.11Mpa; 18m or so with light sub-clay and fine sand layer, bearing capacity of light sub-clay