[1]穆青翼,陈俊锋,段译斐,等.黄土-古土互层边坡稳定性分析[J].山地学报,2022,(6):943-952.[doi:10.16089/j.cnki.1008-2786.000725]
 MU Qingyi,CHEN Junfeng,DUAN Yifei,et al.Stability Analysis of Loess-Paleosol Interlayer Slope[J].Mountain Research,2022,(6):943-952.[doi:10.16089/j.cnki.1008-2786.000725]
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黄土-古土互层边坡稳定性分析()
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《山地学报》[ISSN:1008-2186/CN:51-1516]

卷:
期数:
2022年第6期
页码:
943-952
栏目:
山地技术
出版日期:
2022-12-20

文章信息/Info

Title:
Stability Analysis of Loess-Paleosol Interlayer Slope
文章编号:
1008-2786-(2022)6-943-10
作者:
穆青翼1 陈俊锋1段译斐2张 珩2孙 清<sup>1*
(1. 西安交通大学 人居环境与建筑工程学院,西安 710049; 2. 国家电网陕西省电力公司西安供电公司,西安 710005)
Author(s):
MU Qingyi1 CHEN Junfeng1 DUAN Yifei2 ZHANG heng2 SUN Qing1*
(1.School of Human Settlement and Civil Engineering, Xi'an Jiaotong University, Xi'an 710049,China; 2. State Grid Shaanxi Electric Power Company Xi 'an Power Supply Company, Xi'an 710005,China)
关键词:
黄土-古土互层边坡 持水特性 强度特性 稳定性分析 数值模拟
Keywords:
Loess-Paleosol Interlayer Slope water retention characteristic strength characteristics stability analysis numerical simulation
分类号:
TU43
DOI:
10.16089/j.cnki.1008-2786.000725
文献标志码:
A
摘要:
中国西北地区常见黄土-古土互层边坡发生失稳。黄土-古土互层边坡中因黄土和古土水-力学特性的差异,其失稳机理和单一黄土边坡不同。以往黄土地区滑坡研究多聚焦于单一黄土边坡,对于降雨诱发黄土-古土互层边坡失稳机理的研究较少,已有定量研究成果仍不全面。本文通过室内单元体试验对比研究了原状古土与原状黄土的水-力学特性,建立了黄土-古土互层边坡以及单一黄土边坡数值模型,利用室内单元体试验所测水-力学特性参数,对比研究了降雨条件下黄土-古土互层边坡以及单一黄土边坡的失稳机理。室内单元体试验结果表明:(1)饱和古土的内摩擦角比黄土小3%且两种土的黏聚力均为零,这是由于古土较黄土黏粒含量大5.3%且两种土均缺乏碳酸钙等胶结矿物;(2)由于孔隙结构的差异,非饱和黄土相比于古土具有较差的持水能力和较好的渗透性。数值模拟结果表明:(1)在降雨条件下黄土-古土互层边坡在古土层附近形成滞水并逐渐连通,显著降低边坡安全系数,上述滞水现象的产生主要归因于黄土与古土水力学特性的差异(持水和渗透特性);(2)相同降雨条件下黄土-古土互层边坡比单一黄土边坡更易发生失稳。研究成果揭示了降雨引起黄土-古土互层边坡失稳的机理,可为同类研究及西北黄土-古土互层边坡治理提供参考。
Abstract:
The instability mechanism of loess-paleosoil interbed slope is different from that of single loess slope due to the huge difference in hydro-mechanical properties between loess and paleosoil. Previous studies on landslides in loess region mostly addressed a problem of loess slope, but few attention was paid to the mechanism of rainfall-induced instability of loess-paleosoil interlayer slope. In this paper, the hydro-mechanical properties of intact paleosol and loess samples were tested in laboratory; then it entered the obtained hydro-mechanical parameters into numerical models of both loess-paleosol interlayer slope and loess slope for comparison of their failure mechanisms. Laboratory tests found that the friction angle of saturated paleosol was 3%, smaller than that of loess, with the cohesions of the two soils at zero. This is quite a fact that the clay content of paleosol was 5.3%, larger than that of loess, and the two soils lacked cementing minerals such as calcium carbonate. Unsaturated loess had lower water retention capacity and higher permeability than unsaturated paleosol as a result of differentiation in pore structure. Numerical results suggested that perched water accumulated near paleosol layer, and it gradually connected under rainfall infiltration, which could significantly reduce the safety factor of the slopes. The mentioned water retention in interbed could be attributed to the differences in hydraulic parameters(water retention and permeability properties)between loess and paleosol. In addition, under the same rainfall condition, loess-paleosol interlayer slope was more prone to failure than loess slope. This research provides a new insight into the failure mechanism of loess-paleosoil interbed slope, and it make a reliable reference to research peers or landslide control.

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备注/Memo

备注/Memo:
收稿日期(Received date):2022-09-30; 改回日期(Accepted date): 2022-12-23
基金项目(Foundation item): 国网陕西省电力公司西安供电公司科技项目(SGTYHT/20-JS-224); 国家自然科学基金(51978570)。[Science and Technology Project of Xi'an Power Supply Company of State Grid Shaanxi Electric Power Company(SGTYHT/20-JS-224); National Natural Science Foundation of China(51978570)]
作者简介(Biography): 穆青翼(1988-),男,河南人,副教授,博士,主要研究方向:非饱和土力学。[MU Qingyi(1988-), male, born in Henan province, associate professor, Ph.D., research on unsaturated soil mechanics.] E-mail: qingyimu@mail.xjtu.edu.cn
*通讯作者(Corresponding author): 孙清(1970-),男,山东人,教授,博士,主要研究方向:力学相关方向。[SUN Qing(1970-),male, born in Shandong province, professor, Ph.D., research on mechanical correlation direction.]E-mail: sunq@mail.xjtu.edu.cn
更新日期/Last Update: 2022-12-30