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贵州山区地质情况复杂,随着地势变化,土质厚度不一,不少地方上层土壤较坚硬、密实,下层土壤呈流塑状态,再下面是整片岩石。多年来在这种地质条件下,较大荷载的工程基础多采用大块钢筋混凝土基础,存在费工、费时、投资大、工期长等严重缺点,特别是雨季困难更大。在耐火厂熟料仓和装矿仓、卸矿仓工程中,总结山区建
The geological conditions in the Guizhou mountainous area are complex. With the change of the topography, the soil thickness varies. In many places, the upper layer of soil is hard and dense, and the lower layer of soil is in a flowing state. The next is a whole piece of rock. Over the years, under such geological conditions, large-scale reinforced concrete foundations have been used for engineering projects with large loads, which have serious shortcomings such as time-consuming, time-consuming, large-scale investments, and long construction periods, especially during the rainy season. In the refractory clinker and loading or unloading bins, summarize the construction of mountainous areas