岩土工程学报
巖土工程學報
암토공정학보
CHINESE JOURNAL OF GEOTECHNICAL ENGINEERING
2015年
4期
659-666
,共8页
黄斌%傅旭东%张本蛟%邱子锋
黃斌%傅旭東%張本蛟%邱子鋒
황빈%부욱동%장본교%구자봉
动弹模量%阻尼比%滞回圈%围压%固结比%归一化
動彈模量%阻尼比%滯迴圈%圍壓%固結比%歸一化
동탄모량%조니비%체회권%위압%고결비%귀일화
dynamic elastic modulus%damping ratio%hysteresis loop%confining pressure%consolidation ratio%normalization
动弹模量与阻尼比是土动力分析最基本的力学参数,一般通过较小应变范围的动三轴试验得到,测试技术的可靠性与试验参数求取的准确性是进行抗震安全性评估的关键。通过室内动三轴试验,比较了力与位移传感器内置与外置、不同相对位置等因素对滞回圈、动弹模量与阻尼比的影响,提出了针对存在残余变形的不闭合滞回圈的动弹模量与阻尼比的计算方法,比较了频率、围压、固结比等因素对试验成果的影响规律及特征,并在Janbu公式中引入固结比的幂函数影响因子,对不同围压、不同固结比下的动弹模量阻尼比进行了归一化特性研究。研究成果有利于提高国内科研机构在土动力参数测试方面的能力,对抗震工程与科研有积极的参考价值。
動彈模量與阻尼比是土動力分析最基本的力學參數,一般通過較小應變範圍的動三軸試驗得到,測試技術的可靠性與試驗參數求取的準確性是進行抗震安全性評估的關鍵。通過室內動三軸試驗,比較瞭力與位移傳感器內置與外置、不同相對位置等因素對滯迴圈、動彈模量與阻尼比的影響,提齣瞭針對存在殘餘變形的不閉閤滯迴圈的動彈模量與阻尼比的計算方法,比較瞭頻率、圍壓、固結比等因素對試驗成果的影響規律及特徵,併在Janbu公式中引入固結比的冪函數影響因子,對不同圍壓、不同固結比下的動彈模量阻尼比進行瞭歸一化特性研究。研究成果有利于提高國內科研機構在土動力參數測試方麵的能力,對抗震工程與科研有積極的參攷價值。
동탄모량여조니비시토동력분석최기본적역학삼수,일반통과교소응변범위적동삼축시험득도,측시기술적가고성여시험삼수구취적준학성시진행항진안전성평고적관건。통과실내동삼축시험,비교료력여위이전감기내치여외치、불동상대위치등인소대체회권、동탄모량여조니비적영향,제출료침대존재잔여변형적불폐합체회권적동탄모량여조니비적계산방법,비교료빈솔、위압、고결비등인소대시험성과적영향규률급특정,병재Janbu공식중인입고결비적멱함수영향인자,대불동위압、불동고결비하적동탄모량조니비진행료귀일화특성연구。연구성과유리우제고국내과연궤구재토동력삼수측시방면적능력,대항진공정여과연유적겁적삼고개치。
Dynamic elastic modulus and damping ratio are the basic mechanical parameters for dynamic analysis of soils, which can be usually got by dynamic triaxial tests with small strain range. The reliability of test technology and the accuracy of the test parameters are the key to the aseismic safety assessment. Based on the results of the dynamic triaxial tests, the influences of several factors such as using internal or external sensors, relative position of force and displacement sensors on the hysteresis loop, dynamic elastic modulus and damping ratio are analyzed. A new method is proposed, which can be used to calculate the dynamic modulus and damping ratio when there is non-closed hysteresis loop of residual deformation, and the influence laws of the frequency, confining pressure, consolidation ratio and other factors on the test results and their characteristics are compared. The influence factor of power function is also added to the Janbu formula, and the normalized characteristics of dynamic elastic modulus and damping ratio with different confining pressures and consolidation ratios are studied. The research results will help improve the ability of domestic research institutions to test the dynamic parameters of soils, and this study also has a positive reference significance to the antiseismic engineering and scientific research.