防灾科技学院学报
防災科技學院學報
방재과기학원학보
JOURNAL OF INSTITUTE OF DISASTER-PREVENTION SCIENCE AND TECHNOLOGY
2012年
2期
15-18
,共4页
卢贵辉%吴能森%肖勇杰%龚灿宁%陈辉
盧貴輝%吳能森%肖勇傑%龔燦寧%陳輝
로귀휘%오능삼%초용걸%공찬저%진휘
含水量%压实坡积土%三轴试验%应力-应变关系%三维曲面
含水量%壓實坡積土%三軸試驗%應力-應變關繫%三維麯麵
함수량%압실파적토%삼축시험%응력-응변관계%삼유곡면
water content%compacted slope-wash-soil%tri-axial tests%stress-strain relationship%three dimensional curve
对两组不同含水量的压实坡积土样进行三轴CD试验,利用试验得到的ε1~q曲线以及体应变εv、剪应变εr、平均正应力p和广义剪应力q等数据,通过神经网络反演,并采用可视化处理技术,得到试样的部分应力应变关系三维曲面,为三维数值建模研究创造条件。
對兩組不同含水量的壓實坡積土樣進行三軸CD試驗,利用試驗得到的ε1~q麯線以及體應變εv、剪應變εr、平均正應力p和廣義剪應力q等數據,通過神經網絡反縯,併採用可視化處理技術,得到試樣的部分應力應變關繫三維麯麵,為三維數值建模研究創造條件。
대량조불동함수량적압실파적토양진행삼축CD시험,이용시험득도적ε1~q곡선이급체응변εv、전응변εr、평균정응력p화엄의전응력q등수거,통과신경망락반연,병채용가시화처리기술,득도시양적부분응력응변관계삼유곡면,위삼유수치건모연구창조조건。
The consolidation-drained tri-axial tests of two water content of compacted slope-wash-soil samples were carried out,and the stress(q)-strain(ε1) curves and related data such as cubic strain(εv),shear strain(εr),average normal stress(p),generalized shear stree(q) etc.were obtained.Then by the neural network inversion and visualization technology,three dimension surfaces of stress-strain relationship are plotted in part,which create the condition for study on the three dimension numerical model.