土工基础 ›› 2022, Vol. 36 ›› Issue (3): 391-394.

• 专题论述 • 上一篇    下一篇

砂土突涌诱发土体沉降的沉降范围预测模型

吴 吟1,张向向2,张 翔1   

  1. (1.福州大学 环境与资源学院,福州 350116;2.福州大学 地质工程福建省高校工程研究中心,福州 350116)
  • 收稿日期:2020-11-24 修回日期:2020-12-28 出版日期:2022-06-30 发布日期:2022-06-24
  • 通讯作者: 张向向(1991-),男,博士,讲师,研究方向为深部岩体力学与岩土工程。
  • 作者简介:吴 吟(1996-),女,硕士研究生,研究方向为岩土工程。
  • 基金资助:
    福建省教育厅中青年教师教育科研项目(JAT190052);福州大学开放测试基金 (2020T007);福州大学科研启动基金(GXRC-20006)

Prediction Model of Ground Subsidence Induced by Sand Intrusion

WU Yin1, ZHANG Xiangxiang2, ZHANG Xiang1   

  1. (1.College of Environment and Resources, Fuzhou University, Fuzhou 350116;
    2.Engineering Research Center of Geological Engineering, Fuzhou University, Fuzhou 350116)
  • Received:2020-11-24 Revised:2020-12-28 Online:2022-06-30 Published:2022-06-24

摘要: 基于砂土在水力作用下发生突涌并诱发沉降形成漏斗状沉降坑的模式,提出相应的沉降范围预测模型,推导沉降坑半径及中心深度的表达式,以预测砂土发生沉降的沉降范围及沉降量。按照预测模型涉及的影响因素,通过模型试验从土体细颗粒含量、水力比降、涌口直径三个方面对预测模型进行合理性验证。结果表明,砂土发生突涌后形成的沉降坑近似漏斗状,沉降坑半径及中心深度的预测值和实测值的平均相对误差分别为5.6%、7.4%,模型能较准确地预测沉降范围;根据模型预测出的土体细颗粒含量、水力比降、涌口直径对砂土诱发沉降的影响规律与试验结果基本一致。

关键词: 砂土, 沉降范围预测, 细颗粒含量, 水力比降, 涌口直径

Abstract: Under the hydraulic action, the saturated sand intrusion might occur and then induce the ground subsidence to form a funnel-shaped depression zone. This paper proposes a prediction model of sandy soil subsidence range, and the expressions of the settlement radius and depth at the center of the subsidence are presented. This formula can directly predict the range and volume of subsidence. The potential influencing factors involved in the expression are evaluated through the model tests from the fine grain content, hydraulic gradient, and diameter of the sand intrusion zone. The results show that the subsidence zone formed after the intrusion is approximately funnel-shaped, and the average of the relative errors between predicted values and measured values of subsidence radius and depression center depth are 5.6% and 7.4%, respectively. The proposed model can predict settlement range accurately. According to the predictive model, the influence of the soil fine grain content, hydraulic gradient, and the diameter of the sand intrusion zone on the ground subsidence induced by sand is consistent with the laboratory test results. 

Key words: sandy soils, settlement range prediction, fine grain content, hydraulic gradient, diameter of intrusion

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