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延安Q_2黄土统计损伤本构模型研究 被引量:4

STUDY ON CONSTITUTIVE MODEL OF STATISTICAL DAMAGE FOR YAN'AN Q_2 LOESS
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摘要 中国黄土的物理力学性质改变具有明显的地域性,是一种特殊土体。以延安Q2黄土在不同围压和含水量下进行常规三轴试验获得的数据为基础,运用岩石统计损伤理论对延安Q2黄土的损伤本构模型进行研究。在考虑损伤门槛值对延安Q2黄土损伤变量的影响下,建立了延安Q2黄土在三轴压缩条件下的统计损伤本构模型,统计损伤本构方程中的参数通过对试验结果进行线性回归求得。试验和分析表明:在半对数坐标下,延安Q2黄土初始损伤点为三轴应力应变曲线的峰值拐点,对应的应力值为损伤应力门槛值。当施加的应力低于损伤门槛值时,应力应变曲线为线弹性关系,延安Q2黄土不发生损伤;而当施加的应力超过损伤门槛值时,延安Q2黄土发生损伤,并且随着施加的应力增大,损伤不断扩大。将统计损伤理论曲线与试验曲线进行对比,发现二者基本吻合,表明考虑损伤门槛值的延安Q2黄土统计损伤本构模型能较好的反映该地区黄土的变形破坏特征,对该区黄土地区岩土工程设计具有参考和借鉴作用。 The physical and mechanical properties of loess at different regions in China have significant differ- ences. Based on the data from ordinary triaxial test of Yan'an Q2 loess under different confining pressures and mis- ture contents, this paper establishes the constitutive model of triaxial statistical damage for Yan'an Q2 loess by intro- ducing rock statistical damage theory in the damage constitutive model of Yan'an Q2 loess. In the meantime, the paper considers the effect of damage threshold on Yan'an Q2 loess damage variable as well. In addition, the param- eters in damage constructive equation are calculated by linear regression on the test results. The experiment and a- nalysis present that in semilogarithmic coordinates, the initial damage point is the peak inflection point of triaxial stress-strain curve of Yan'an Q2 loess. The corresponding value of damage point is also the damage stress threshold The Yan'an Q2 loess cannot damage and the stress and strain can be in linear elastic relationship when applied stress is less than damage threshold. Conversely, Yan'an Q2 loess can begin to damage. And the damage of Yan'an Q2 loess can enlarge with the increase of applied stress. Finally, statistical damage curve shows good agreements with test curve.This paper indicates that witil the can better reflect the characteristics geotechnical engineering design in the loess plateau ration of damage threshold, loess statistical damage con- 'an Q2 loess deformation and failure, with a reference forgeotechnical engineering design in the loess plateau.
出处 《工程地质学报》 CSCD 北大核心 2012年第6期1064-1070,共7页 Journal of Engineering Geology
关键词 延安Q2黄土统计损伤本构模型 Yah'anQ2 loess, Statistical damage, Constitutive model
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