长沙理工大学学报(自然科学版)
波浪作用下空心块体堤身结构稳定性和消浪特性试验研究
作者:
作者单位:

(1.长沙理工大学水利与环境工程学院,湖南长沙 410114;2.长沙理工大学水沙科学与水灾害防治湖南省重点实验室,湖南长沙 410114)

作者简介:

常留红(1979-),女,副教授,主要从事水工结构及其水动力特性方面的研究。

通讯作者:

常留红(1979-),女,副教授,主要从事水工结构及其水动力特性方面的研究。

中图分类号:

TV139.2

基金项目:

国家重点研发计划项目(2016YFC0402100);长沙理工大学研究生科研创新项目(CX2019SS16)


Experimental study on structural stability and wave suppression characteristics of hollow block dike under wave action
Author:
Affiliation:

(1.School of Hydraulic and Environmental Engineering,Changsha University of Science & Technology,Changsha 410114,China;2.Key Laboratory of Water-Sediment Sciences & Water Disaster Prevention of Hunan Province,Changsha University of Science & Technology,Changsha 410114,China)

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    摘要:

    为了研究波浪作用对空心块体稳定性与消浪效果的影响,依托长江口南槽航道治理一期工程,开展 了系列水槽试验,分析了不同波浪要素(波高、周期)、水深和结构组合方式对空心块体堤身结构的稳定性、波 浪力及结构前后波高的影响。结果表明:在淹没状态下,空心块体主要受动水压力的作用,且试验水深越浅, 空心块体所受到的最大波浪力越大,消浪效果越好。结构组合方式对空心块体的稳定性和消浪效果的影响不明显。不同位置的空心块体所受到的波浪力的大小不同,迎浪侧方块所受到的波浪力最大,背浪侧方块次之,中部方块最小。但空心块体总体受力较小,这有利于堤身结构的局部稳定。

    Abstract:

    In order to reveal the effect and mechanism of vibration mixing technology on the strength of cement stabilized macadam,the unconfined compressive strength and indirect tensile strength tests of cement stabilized macadam based on the traditional and vibration mixing technologies were carried out.Then,the mesostructure of the cement stabilized macadam was analyzed by the scanning electron microscope.There sults show that the unconfined compressive strength and indirect tensile strength of cement stabilized macadam are improved by the vibration mixing technology, while the variation coefficient is decreased, and the homogeneity is improved. Moreover, the stabilization time of the strength is shortened, and the improvement of the strength at low cement content is more obvious. At the ages of 7,28 d, the hydrate is much more and distributes more uniformly in the vibration mixing cement stabilized macadam, and mang network structures with high toughness are formed,which will improve its strength. At the age of 90 d,columnar ettringite crystals go into the aggregate, making the structures denser and the strength higher.

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常留红,汤 薇,肖 政,等.波浪作用下空心块体堤身结构稳定性和消浪特性试验研究[J].长沙理工大学学报(自然科学版),2021,18(3):24-31.
CHANG Liu-hong, TANG Wei, XIAO Zheng, et al. Experimental study on structural stability and wave suppression characteristics of hollow block dike under wave action[J]. Journal of Changsha University of Science & Technology (Natural Science),2021,18(3):24-31.

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  • 在线发布日期: 2022-03-05
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