首页|含水率变化对黄河下游滩岸土体力学性质影响及稳定性分析

含水率变化对黄河下游滩岸土体力学性质影响及稳定性分析

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黄河下游滩区岸坡坍塌,压缩滩区人民的生产空间,造成了极大的经济损失.因此,在对万滩镇至柳园口段滩岸踏勘、取样以及室内土工试验的基础上,分析滩岸土体组成及结构特征,研究含水率变化对土体强度的影响,并利用Optum G2 研究土体强度变化对多层土滩岸稳定性的影响.结果表明:黄河万滩镇至柳园口段滩岸土体由黏土和粉砂土组成,表现为交互分层结构;随着含水率的提高黏土和粉砂土黏聚力均先增大后减小,内摩擦角逐渐减小;含水率对岸坡土体强度产生显著影响,含水率从 18%增大到40%时黏土层黏聚力降低 80%、内摩擦角降低约 87%;滩岸组合边坡稳定性降低,岸坡稳定系数随着含水率提高表现为先增大后减小.
Influence of Water Content Change to the Mechanical Properties and Stability of Beach Soil in the Lower Yellow River
The collapse of the bank slope of the floodplain in the lower reaches of the Yellow River has compressed the production space of the people in the floodplain and caused great economic losses.Therefore,based on the survey,sampling and indoor geotechnical tests of the beach from Wantanzhen to Liuyuankou,the soil composition and structural characteristics of the beach were analyzed,and the influence of water content changes to the soil strength was studied.Then,Optum G2 was used to study the influence of soil strength changes to the stabili-ty of multi-layer soil beaches.The results show that the beach bank in the section from Wantanzhen to Liuyuankou of the Yellow River is com-posed of clay and silt soil,and exhibits an alternating layered structure;with the increase of water content,the cohesion of clay and silt will increase first and then decrease,and the internal friction angle will gradually decrease;moisture content has a significant impact on the strength of bank slope soil,water content increases from 18%to 40%,the cohesion of the clay layer decreases by 80%,and the internal fric-tion angle decreases by about 87%;the slope stability of the beach-bank combination decreases,and the slope stability coefficient first in-creases and then decreases with the increase of water content.

beachinteractive layeringOptum G2moisture contentstabilitylower Yellow River beach

胡庆、王浩、郭剑波、吕芝莹、付德伟

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河南大学 土木建筑学院,河南 开封 475004

滩岸 交互分层 Optum G2 含水率 稳定性 黄河下游滩岸

中国博士后科学基金面上项目河南省科技攻关项目河南省科技攻关项目

2020M672202232102320028232102321012

2024

人民黄河
水利部黄河水利委员会

人民黄河

CSTPCD北大核心
影响因子:0.494
ISSN:1000-1379
年,卷(期):2024.46(2)
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