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黄土工程力学性质的变化及控制因素
引用本文:岳应利.黄土工程力学性质的变化及控制因素[J].陕西师范大学学报,2002,30(1):111-114,120.
作者姓名:岳应利
作者单位:陕西师范大学物理与信息技术学院 陕西西安710062
基金项目:国家自然科学基金资助项目 (40 0 710 0 6 )
摘    要:研究了黄土工程力学性质的变化及控制因素,由黄土与红色古土壤工程力学实验资料表明,黄土的承载力、压强度与抗剪强度小于红色古土壤,这是它们经受了不同成壤作用的结果,通过分析实验得出粘化作用强,土壤力学强度大,粘化作用弱,土壤力学经度小,黄土地层工程力学性质在垂向上具有明显波动变化规律,这种变化是黄土与红色古土壤发育时冷干与温湿气候的交替变化造成的。

关 键 词:黄土地层  力学指标  变化规律  控制因素  工程力学性质  粘化作用  力学强度
文章编号:1001-3857(2002)01-0111-04

Change of engineering mechanics character of loess and controlling factors
YUE Ying-li.Change of engineering mechanics character of loess and controlling factors[J].Journal of Shaanxi Normal University: Nat Sci Ed,2002,30(1):111-114,120.
Authors:YUE Ying-li
Abstract:According to experimental material in engineering mechanics of loess and red paleosol, it is known that the bearing capacity, pressure resistance and shearing strength of loess are less than that of red paleosol, which is caused by different soil formation processes. Intense clay grouting give rise to great pressure resistance and weak soil formation processes do little pressure resistance. Fluctuation changes are vertical change law of engineering mechanics character of loess strata, which is brought about by the alternative changes between cold and arid climate and warm and moist climate.
Keywords:loess strata  mechanics indexes  change law  controlling factors
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