地震工程与工程振动
地震工程與工程振動
지진공정여공정진동
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION
2010年
2期
167-172
,共6页
黄土%动扭剪试验%阻尼比
黃土%動扭剪試驗%阻尼比
황토%동뉴전시험%조니비
loess%dynamic torsional shear%damping ratio
通过兰州、洛川、杨凌地区黄土在不同条件下的动扭剪三轴试验,研究了黄土阻尼比滞回圈形状变化的基本特性以及黄土阻尼比在不同同结压力、不同含水率条件下的变化规律.结果表明,黄土阻尼比滞回圈形状受动剪应变、含水率影响较明显;黄土阻尼比受一般的固结作用的影响并不大,但受含水率的影响较明显.根据含水率的不同,按照半对数坐标中的直线方程,分别给出了兰州、洛川、杨凌地区黄土阻尼比在不同固结压力下的拟合结果,并对拟合结果进行了对比分析;在此基础上,进一步对该三个地区黄土的阻尼比进行了汇总拟合,为西北相近地区黄土在中、大应变条件下的阻尼比取值提供了参考.
通過蘭州、洛川、楊凌地區黃土在不同條件下的動扭剪三軸試驗,研究瞭黃土阻尼比滯迴圈形狀變化的基本特性以及黃土阻尼比在不同同結壓力、不同含水率條件下的變化規律.結果錶明,黃土阻尼比滯迴圈形狀受動剪應變、含水率影響較明顯;黃土阻尼比受一般的固結作用的影響併不大,但受含水率的影響較明顯.根據含水率的不同,按照半對數坐標中的直線方程,分彆給齣瞭蘭州、洛川、楊凌地區黃土阻尼比在不同固結壓力下的擬閤結果,併對擬閤結果進行瞭對比分析;在此基礎上,進一步對該三箇地區黃土的阻尼比進行瞭彙總擬閤,為西北相近地區黃土在中、大應變條件下的阻尼比取值提供瞭參攷.
통과란주、락천、양릉지구황토재불동조건하적동뉴전삼축시험,연구료황토조니비체회권형상변화적기본특성이급황토조니비재불동동결압력、불동함수솔조건하적변화규률.결과표명,황토조니비체회권형상수동전응변、함수솔영향교명현;황토조니비수일반적고결작용적영향병불대,단수함수솔적영향교명현.근거함수솔적불동,안조반대수좌표중적직선방정,분별급출료란주、락천、양릉지구황토조니비재불동고결압력하적의합결과,병대의합결과진행료대비분석;재차기출상,진일보대해삼개지구황토적조니비진행료회총의합,위서북상근지구황토재중、대응변조건하적조니비취치제공료삼고.
Based on the torsion-shear tests of Lanzhou, Luochuan, Yangling loess under different water contents and consolidation stresses, the basic characteristics of loess' hysteresis loop and the developing regularity of damping ra-tio are studied. The results show that the shapes of loess' hysteresis loop are influenced obviously by the dynamic strain and water contents, and the loess' damping ratio is influenced markedly by the water content, but not so obvi-ously by the minor consolidation stress. According to different water contents, the fitting results (using the linear e-quation in semilog coordinate) of damping ratio values of Lanzhou, Luochuan, Yangling loess under different consolidation stresses are respectively given, as well as the comparative analysis of fitting results. Further more, the col-lective fitting results of damping ratio values of Lanzhou, Luochuan, Yangling loess are given, which offer the loess damping ratio reference in moderate-large stain for the close places in northwest of China.