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昆明泥炭、泥炭质土的力学特性研究
引用本文:熊恩来,阮永芬,刘文连.昆明泥炭、泥炭质土的力学特性研究[J].土工基础,2006,20(1):53-56.
作者姓名:熊恩来  阮永芬  刘文连
作者单位:1. 中国有色金属工业昆明勘察设计院,昆明,650051
2. 昆明理工大学建筑工程学院,昆明,650224
摘    要:昆明盆地由于阳光充足,水温适宜,又有湖泊、河流、洼地等地貌条件,有利于水生、湿生植物的生长蔓延,向沼泽化辟落发展,所以泥炭、泥炭质土的分布,是有其地区特点的。现建设现代新昆明,有许多建筑必须建设在这样的地基土上,因此,有关昆明泥炭、泥炭质土工程特性及工程应用的研究

关 键 词:泥炭  泥炭质土  力学特性  力学实验  应力与应变关系  归一化性状
文章编号:1004-3152(2006)01-0053-04
修稿时间:2005年1月25日

Experimental Study and Analysis of Normalized Behavior on the Mechanical Characteristics of Peat & Peaty Soils in Kunming
XIONG En-lai,RUAN Yong-fen,LIU Wen-lian.Experimental Study and Analysis of Normalized Behavior on the Mechanical Characteristics of Peat & Peaty Soils in Kunming[J].Soie Engineering and Foundation,2006,20(1):53-56.
Authors:XIONG En-lai  RUAN Yong-fen  LIU Wen-lian
Abstract:The peat & peaty soil in Kunming is a kind of special soil, its physical and mechanical properties are different from usual clay or organic soil. Research on the mechanical characteristics of the stratum is of significance in both theory and in practice. In this paper, the mechanical characteristics of the peat & peaty soil in Kunming were studied using the unconsolidated-undrained triaxial shear tests and the consolidated-undrained triaxial shear tests under various confining pressure states. The relationship among axial stress, axial train and pore water pressure of the clay and the peat and peaty soil and the failure shape of soil sample were obtained as a special soil, its normalization is worth of further research.
Keywords:the peat and peaty soil  mechanical Properties  mechanical test  relationship between strain and stress  normalized behavior
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