长江科学院院报 ›› 2025, Vol. 42 ›› Issue (3): 141-147.DOI: 10.11988/ckyyb.20231282

• 岩土工程 • 上一篇    下一篇

毛乌素沙漠南缘风积砂土的湿陷特性

刘岩1(), 邓亚虹1(), 黎志旭1, 慕焕东2, 侯大勇3, 王治军3, 刘琳3   

  1. 1 长安大学 地质工程与测绘学院,西安 710054
    2 西安理工大学 岩土工程研究所,西安 710048
    3 长庆工程设计有限公司,西安 710021
  • 收稿日期:2023-11-21 修回日期:2024-05-10 出版日期:2025-03-01 发布日期:2025-03-01
  • 通信作者:
    邓亚虹(1978-),男,湖南安化人,教授,博士,博士生导师,主要从事工程地质和地质灾害方面的研究。E-mail:
  • 作者简介:

    刘 岩(1999-),男,陕西汉中人,硕士研究生,主要从事工程地质方面的研究。E-mail:

Collapse Characteristics of Aeolian Sand Soil in the South Edge of Mu Us Desert

LIU Yan1(), DENG Ya-hong1(), LI Zhi-xu1, MU Huan-dong2, HOU Da-yong3, WANG Zhi-jun3, LIU Lin3   

  1. 1 School of Geological Engineering and Surveying, Chang’an University, Xi’an 710054,China
    2 Institute of Geotechnical Engineering, Xi’an University of Technology, Xi’an,710048,China
    3 Changqing Engineering Design Co., Ltd., Xi’an 710021,China
  • Received:2023-11-21 Revised:2024-05-10 Published:2025-03-01 Online:2025-03-01

摘要:

毛乌素沙漠地区部分风积砂土在遇水后其强度会迅速降低,发生较大的沉降变形,即具有一定的湿陷性,影响工程建筑的安全稳定,研究该地区风积砂土的湿陷特性具有重要的工程实际意义。以毛乌素沙漠南缘风积砂土为研究对象,开展了风积砂土原状样和重塑样的室内湿陷特性试验,通过单因素分析法研究了风积砂土湿陷特性的影响因素和影响规律。结果表明:①毛乌素沙漠南缘风积砂具有一定的湿陷性,湿陷程度为轻微湿陷;②毛乌素沙漠南缘风积砂土的湿陷性随干密度的增大迅速减小,随含水率的增大而减小,随黏粒含量的增多而增大,随试验垂直压力的增大呈先增大后减小的趋势;③毛乌素沙漠南缘风积砂土是否具有湿陷性的界限指标为干密度取1.5 g/cm3、含水率取8%和相对密度取40.5%。

关键词: 毛乌素沙漠, 风积砂土, 湿陷特性, 影响因素, 界限指标

Abstract:

Some aeolian sandy soils in the Mu Us Desert area are collapsible, affecting engineering structural stability due to large settlements induced by plunges in its strength when exposed to water. Investigating the collapsibility of aeolian sandy soil in the Mu Us Desert is of great practical significance. This study focuses on the aeolian sandy soil at the southern edge of the Mu Us Desert. We conducted indoor collapse tests on undisturbed and remolded aeolian sandy soil samples collected from the southern edge of the Mu Us Desert. Through single-factor analysis, we explored the influencing factors of the collapsibility of aeolian sandy soil and their influence patterns. Results indicate the following: 1) The aeolian sand in the southern edge of the Mu Us Desert is slightly collapsible when exposed to water. 2) The collapsibility decreases rapidly as the dry density increases, and declines with an increase in moisture content, but rises with an increase in clay content, and first increases and then decreases as the test vertical pressure increases. 3) The boundary indicators for determining the collapsibility of the aeolian sand in the southern edge of the Mu Us Desert are a dry density of 1.5 g/cm3, a moisture content of 8%, and a relative density of 40.5%.

Key words: Mu Us Desert, aeolian sand soil, collapsibility characteristics, influencing factors, boundary indicators

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