首页|基于DIC的压实黏土I型断裂性状研究

基于DIC的压实黏土I型断裂性状研究

Type I Fracture Behavior of Compacted Clay Based on DIC

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为了研究压实黏土的断裂性状,通过不同尺寸、裂缝长度、厚度的压实黏土试样结合数值图像相关方法进行了三点弯曲断裂试验,分析了压实黏土断裂性状,包括荷载位移曲线、断裂韧度、断裂过程区长度.试验结果表明,3类试样的位移荷载曲线形态表现一致,随着试样尺寸、厚度的增大峰值荷载增大,随着裂缝长度的增大峰值荷载减小;随着试样尺寸的增大,断裂韧度增大但增幅在逐渐变小,具有明显的尺寸效应;随着试样裂缝长度的增大,断裂韧度先增大后减小,但变化幅度不大.在试样厚度50~60 mm时断裂韧度被认为是个恒定值,试样厚度对于断裂韧度影响很小;大尺寸的试样断裂过程区具有更大的发展空间,预制裂纹尖端储藏的能量更多,这是压实黏土断裂产生尺寸效应的主要原因.试样裂缝长度减小而韧带长度增加,并不能增加断裂过程区长度.试样厚度对于断裂过程区长度影响很小.
In order to study the fracture behavior of compacted clay,a three-point bending fracture test was conducted using the numerical image correlation method(DIC)on compacted clay samples with different sample sizes,crack lengths,and thicknesses.The fracture behaviors of compacted clay were analyzed,including load displacement curves,fracture toughness(KIC),and length of fracture process zone rc.The experimental results showed that,the displacement load curves of the three samples were consistent in shapes,the peak load increased with the increase of sample size and thickness,while decreased with the increas of crack length;the fracture toughness KIC increased with the increase of sample size,but the amplitude decreased gradually,showing a significant size effect;the fracture toughness KIC increased first and then decreased with the increase of crack length,but the change was not significant.The fracture toughness was considered to be a constant value when the sample thickness was 50~60mm,and the sample thickness had little effect on the fracture toughness KIC.The fracture process zone of large-sized specimens had greater development space,and the prefabricated crack tip stored more energy,which was the main reason for the size effect of compacted clay fracture.The fracture length decreased,while the ligament length increased,which did not increase the length of fracture process zone rc.The thickness of the sample had little effect on the length of the fracture process zone rc.

compacted claytype I fracturefracture toughnesslength of fracture process zone

王石焮予、吕川、黄诗渊

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重庆交通大学河海学院,重庆 400074

重庆交通大学土木工程学院,重庆 400074

压实黏土 I型断裂 断裂韧度 断裂过程区长度

2024

海河水利
水利部海河水利委员会

海河水利

影响因子:0.21
ISSN:1004-7328
年,卷(期):2024.(10)