岩土力学 ›› 2019, Vol. 40 ›› Issue (4): 1281-1290.doi: 10.16285/j.rsm.2017.2198

• 基础理论与实验研究 • 上一篇    下一篇

考虑卸荷作用的黄土湿陷性评价方法研究

王铁行,金 鑫,罗 扬,张松林   

  1. 西安建筑科技大学 土木工程学院,陕西 西安 710055
  • 收稿日期:2017-11-02 出版日期:2019-04-11 发布日期:2019-04-24
  • 通讯作者: 金鑫,男,1988年生,博士研究生,主要从事湿陷性黄土地区复合地基等方面的研究工作。E-mail: jinx_geomech@163.com E-mail:wangtx@xauat.edu.cn
  • 作者简介:王铁行,男,1968年生,博士,教授,主要从事黄土、冻土工程设计理论和方法等方面的教学与科研工作。
  • 基金资助:
    国家自然科学基金项目(No. 51078309,No. 41807282);陕西省教育厅基金(No. 17JK0468)。

A method for evaluation of loess collapse potential of unloading

WANG Tie-hang, JIN Xin, LUO Yang, ZHANG Song-lin   

  1. College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi 710055,China
  • Received:2017-11-02 Online:2019-04-11 Published:2019-04-24
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51078309, 41807282) and the Foundation of Education Department of Shaanxi Province (17JK0468).

摘要: 卸荷作用会导致湿陷性黄土部分湿陷量未发生,但目前黄土湿陷性评价方法中未考虑卸荷因素的影响。推导并建立了卸荷条件下黄土湿陷系数的表达式,并通过卸荷湿陷试验确定了表达式中的参数取值。首先定义湿陷完成比、卸荷应力比分别用来表征卸荷作用发生前黄土湿陷变形的完成程度及卸荷作用发生时卸荷量的大小。运用湿陷完成比及卸荷应力比推导出卸荷湿陷系数的计算公式。该公式揭示出卸荷湿陷系数是对湿陷系数一定程度的折减,而该折减与湿陷完成比及卸荷应力比有关。随后进行黄土在不同湿陷完成比和卸荷应力比下的卸荷湿陷试验,得到上述条件下黄土卸荷湿陷量的取值。对试验结果进行分析得到卸荷湿陷系数的具体表达式。该公式可用于计算在不同初始压力下,任意湿陷完成比及卸荷应力比下的卸荷湿陷系数。通过对比卸荷湿陷系数的试验值与计算值验证了所推公式的合理性及准确性。得到了考虑卸荷作用的黄土湿陷性影响系数的确定方法,进一步总结了卸荷作用对黄土湿陷性的影响规律。

关键词: 卸荷作用, 黄土湿陷性, 湿陷系数, 卸荷湿陷系数, 湿陷完成比, 卸荷应力比

Abstract: The segmental collapse of loess will not occur because of unloading. But loess collapse potential is generally evaluated without considering the influence of unloading. The coefficient of unloading collapse is obtained by unloading collapse test. The completion ratio of collapse is defined to represent the degree of loess collapse before unloading. The unloading ratio is defined to represent the degree of unloading. The calculation formula of unloading collapse coefficient is derived by completion ratio of collapse and unloading ratio. Through unloading collapse test, the unloading collapse of loess is measured in different unloading and collapse conditions. The specific expression of the unloading collapse coefficient is obtained by analyzing test results. It is suitable to calculate unloading collapse coefficient in either initial pressure, unloading amount and collapse condition. The calculated results based on the proposed equation are in good agreement with the test results. The loess collapse deformation have been further summarized by defining coefficient of collapse potential under the condition of unloading.

Key words: unloading, loess collapse potential, collapse coefficient, unloading collapse coefficient, finished collapse ratio, unloading ratio

中图分类号: 

  • TU 444
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[2] 陈 拓,陈国庆,黄润秋,刘 明. 考虑高边坡强卸荷的锚索锚固力耦合变化模型[J]. , 2018, 39(11): 4125-4132.
[3] 王 娇,邵生俊,陈 攀,. 非饱和重塑黄土的土水特性及压缩屈服与湿陷性的研究[J]. , 2017, 38(S2): 217-222.
[4] 姚志华 ,黄雪峰 , 陈正汉 ,方祥位 ,苗强强 ,张江水,. 关于黄土湿陷性评价和剩余湿陷量的新认识[J]. , 2014, 35(4): 998-1006.
[5] 蒋明镜,胡海军,彭建兵. 结构性黄土一维湿陷特性的离散元数值模拟[J]. , 2013, 34(4): 1121-1130.
[6] 聂庆科 ,梁金国 ,韩立君 ,李华伟. 夯扩桩加固湿陷性黄土地基机理研究[J]. , 2011, 32(6): 1819-1823.
[7] 徐志军,郑俊杰,张 军,马 强. 聚类分析和因子分析在黄土湿陷性评价中的应用[J]. , 2010, 31(S2): 407-411.
[8] 刘 滔,朱合华. 某住宅楼倾斜原因及相关规范问题的讨论[J]. , 2010, 31(10): 3248-3253.
[9] 刘海松 ,倪万魁 ,颜 斌 ,王朝阳 . 黄土结构强度与湿陷性的关系初探[J]. , 2008, 29(3): 722-726.
[10] 张茂花 ,谢永利 ,刘保健,. 增(减)湿时黄土的湿陷系数曲线特征[J]. , 2005, 26(9): 1363-1368.
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