区域结构性软土的特性分析研究  

The Feature Analysis of the Structural Soft Soil Area

作　　者：李少和[1] 林群仙[1] 

机构地区：[1]浙江工业职业技术学院建筑工程分院,浙江绍兴312000

出　　处：《科技通报》2016年第4期109-111,共3页Bulletin of Science and Technology

基　　金：浙江省教育厅项目访问工程师项目(111000310920515005);浙江省建设厅项目(2014Z132)

摘　　要：以浙江绍兴两种不同性状的软土为研究对象,进行了无侧限抗压强度实验、固结实验和三轴实验。从强度和变形两方面对试样的结构性进行了对比研究,分析了原状土和重塑土在上述实验中的强度特性和固结特性和变形特性,揭示了区域性软土的结构性特征。得到了一些规律性结论:不同结构性软土经扰动土和原状土在强度、压缩性上有明显不同。In shaoxing, zhejiang province in this paper, two different properties of soft soil as the research object, to test the compressive strength and consolidation experiment and triaxial experiments. From two aspects of strength and deformation of the sample and compares the structural study of undisturbed soil and remolded soil are analyzed in the experiment of strength properties and consolidation characteristics and deformation characteristics, reveals the regional structural features of soft soil. Some regularity conclusions are obtained: the disturbed soil and different structural soft soil undisturbed soil are obviously different on the strength and compressibility.

关 键 词：无侧限实验 剪切实验 固结试验 

分 类 号：TU43[建筑科学—岩土工程]