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深圳地区吹填淤泥的工程特征
引用本文:杨顺安,张红艺.深圳地区吹填淤泥的工程特征[J].地质科技情报,1997,16(1):85-89.
作者姓名:杨顺安  张红艺
作者单位:[1]中国地质大学环境科学与工程学院 [2]洛阳市工程地质勘察队
摘    要:以深圳南油“314”吹淤造陆地区为例,系统分析了吹填淤泥土的物质组成,微观结构特征及其物理力学特征,认为吹填泥土属现代人工堆积淤泥质超软土,具有高含水量,高孔隙比,高压缩性,低承载力的物理力学特征,其物质组成及微观结构与海淤泥有很大差别,在进行造陆加固方案设计时,必须考虑其特殊的工程特征。

关 键 词:吹填淤泥  微观结构  深圳地区  淤泥土  工程特征

ENGINEERING CHARACTERISTICS OF BLOW FILLED SOFT CLAY IN SHENZHEN AREA
Yang Shunan,Zhang Yingling,Liu Huzhong.ENGINEERING CHARACTERISTICS OF BLOW FILLED SOFT CLAY IN SHENZHEN AREA[J].Geological Science and Technology Information,1997,16(1):85-89.
Authors:Yang Shunan  Zhang Yingling  Liu Huzhong
Abstract:Based on the 314 zone of blow filled soft clay engineering in Nanyou of Shenzhen,the paper studies the substance composition, microstructure and engineering characteristics of the blow filled soft clay. The blow filled soft clay is a modern man made clay zone,Which is characterized by the physical mechanical properties of high water content, high void ratio, high compression ratio and low bearing capacity, and different from marine deposit clay in the substance composition and microstructure. During carrying on program design of making land and solidifying, these special engineering characteristics must be considered.
Keywords:blow  filled soft clay  substance composition  microstructure  mechanical property  engineering characteristics  
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