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强风化千枚岩水浸泡崩解及强度劣化效应

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千枚岩是一种特殊的变质软岩,在水浸泡下易快速崩解,强度发生劣化,严重威胁工程建设与运营安全.对此,以某桥基岸坡坡脚处强风化千枚岩为研究对象,开展浸泡崩解试验与直剪试验,研究不同浸泡时间下千枚岩的颗粒组成、粒度熵、表面能、强度指标以及崩解与强度的关系.结果表明:随着浸泡时间的增加,大颗粒逐渐向小颗粒崩解,最终逐渐趋于稳定,崩解物的标准基础熵和表面能增量与浸泡时间满足对数关系,与级配曲线变化规律一致;千枚岩的抗剪强度及其参数随浸泡时间的增加呈现先急剧劣化,随之逐渐减缓的趋势;强度参数与崩解指标之间满足指数关系,水浸泡后的千枚岩结构上表现为崩解,力学特性上表现为抗剪强度的降低,两者是岩样微细观组构不同的宏观表现形式,存在必然的内在联系.
Water immersion disintegration and strength deterioration effect of strongly weathered phyllite
Phyllite is a special metamorphic soft rock,which is easy to disintegrate rapidly under water immersion,and its strength deteriorates,which seriously threatens the safety of engineering construction and operation.In this regard,taking the strongly weathered phyllite at the foot of a bridge foundation slope as the research object,the soaking disintegration test and direct shear test were carried out to study the particle composition,particle size entropy,surface energy,strength index and the relationship between disintegration and strength of phyllite under different soaking time.The results show that with the increase of soaking time,the large particles gradually disintegrate to the small particles,and finally tend to be stable.The standard basic entropy and surface energy increment of the disintegration meet the logarithmic relationship with the soaking time,which is consistent with the change rule of the grading curve.The shear strength and its parameters of phyllite show a sharp deterioration with the increase of soaking time,and then gradually slow down.The relationship between the strength parameters and the disintegration index satisfies the exponential relationship.The phyllite structure after water immersion shows disintegration,and the mechanical properties show the decrease of shear strength.The two are different macroscopic manifestations of the micro fabric of the rock sample,and there is an inevitable internal relationship.

phyllitestrongly weatheredsoaking effectcharacteristics of disintegrationstrength degradation

邓涛、吕文志、彭德坤、廖军、谢明

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中国五冶集团有限公司,四川成都 610063

成都理工大学环境与土木工程学院,四川成都 610059

千枚岩 强风化 浸泡作用 崩解特征 强度劣化

2024

中国测试
中国测试技术研究院

中国测试

CSTPCD北大核心
影响因子:0.446
ISSN:1674-5124
年,卷(期):2024.50(12)