›› 2017, Vol. 38 ›› Issue (12): 3604-3612.doi: 10.16285/j.rsm.2017.12.027

• 基础理论与实验研究 • 上一篇    下一篇

参数m的形式和最大基质吸力点对Van Genuchten方程各参数的影响

毕 骏1, 2,谌文武1, 2   

  1. 1. 兰州大学 西部灾害与环境力学教育部重点实验室,甘肃 兰州 730000;2. 兰州大学 土木工程与力学学院,甘肃 兰州 730000
  • 收稿日期:2015-09-21 出版日期:2017-12-11 发布日期:2018-06-05
  • 通讯作者: 谌文武,男,1966年生,博士,教授,主要从事地质灾害与文物保护方面的工作。E-mail: sungp@lzu.edu.cn E-mail: bijune@hotmail.com
  • 作者简介:毕骏,男,1990年生,博士研究生,主要从事非饱和土与文物保护方面的工作。
  • 基金资助:

    国家重点基础研究发展计划(973)项目(No.2014CB744701)。

Influence of forms of parameter m and largest matric suction point on the parameters of Van Genuchten model

BI Jun1, 2, CHEN Wen-wu1, 2   

  1. 1. Key Laboratory of Mechanics on Disaster and Environment in Western China of Ministry of Education, Lanzhou University, Lanzhou, Gansu 730000, China; 2. School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou, Gansu 730000, China
  • Received:2015-09-21 Online:2017-12-11 Published:2018-06-05
  • Supported by:

    This work was supported by the National Program on Key Basic Research Project of China (973 Program) (2014CB744701).

摘要: Van Genuchten模型经常用于拟合土-水特征曲线,但拟合参数 、 之间的不同关系以及是否加入最大基质吸力点(106 kPa,0)会对Van Genuchten模型的拟合参数造成极大的不确定性。为此,考虑 3种取值( 不受限制、 、 )以及数据中是否含有最大基质吸力点(106 kPa,0),探讨各工况3个拟合参数 、 、 之间的关系,同时选用各工况的拟合参数,求解基质吸力为106 kPa时的饱和度,分析各工况下该点处饱和度的相互联系。结果表明:当 受到限制时,加入最大基质吸力点减小了各拟合参数的离散程度和区间范围;而 未受限制时,加入最大基质吸力点减小了 的离散程度和区间范围,但增大了 、 的离散程度和区间范围。在各约束条件下拟合参数 与未受约束时的 呈线性关系;而对于 则不存在这类关系;对于在不同工况下最大基质吸力点处的饱和度,其值与 未受约束时最大基质吸力点处的饱和度呈线性关系。

关键词: Van Genuchten模型, 土-水特征曲线, 不确定性, 离散程度, 线性关系

Abstract: Although Van Genuchten model is widely used for fitting soil water characteristic curves (SWCCs), the fitted parameters vary while considering the different forms of parameter and n and whether the largest matric suction point (106 kPa) is involved in the data. Therefore, three forms of parameter ( refers to a) without constraints; b) ; c) , respectively), as well as largest matric suction point were studied in the paper. The relationship between different parameters were discussed and the saturation degrees at matric suction of 106 kPa were calculated using the different parameters under different conditions, which were applied to analyze the relationship of saturation degrees at matric suction of 106 kPa among different conditions. The result shows that in the condition of constrained , discrete degree and interval range of 、 、 decrease when the largest matric suction point is added into the data. Moreover, discrete degree and interval range of decrease and discrete degree and interval range of 、 increase when adding the largest matric suction point under the condition of is not constrained. The results also indicate that the parameter under various conditions of and largest matric suction point shows a linear correlation of parameter without any constraints; but for parameter , the rule does not exist. The saturation degree at the largest matric suction point under various conditions of and largest matric suction point shows a linear correlation of saturation degree at the largest matric suction point without any constraints.

Key words: Van Genuchten model, SWCC, uncertainty, discrete degree, linear relationship

中图分类号: 

  • TU 473.1

[1] 谌文武, 贾全全, 童艳梅. 莫高窟壁画地仗土-水特征曲线的测定与拟合[J]. 岩土力学, 2020, 41(5): 1483-1491.
[2] 陈仁朋, 王朋飞, 刘鹏, 程威, 康馨, 杨微, . 路基煤矸石填料土-水特征曲线试验研究[J]. 岩土力学, 2020, 41(2): 372-378.
[3] 田密, 盛小涛, . 岩土工程最小勘探数据量确定方法[J]. 岩土力学, 2019, 40(S1): 400-408.
[4] 陈卓识, 袁晓铭, 孙锐, 王克. 土层剪切波速不确定性对场地刚性判断的影响[J]. 岩土力学, 2019, 40(7): 2748-2754.
[5] 陶高梁, 吴小康, 甘世朝, 肖衡林, 马 强, 罗晨晨, . 不同初始孔隙比下非饱和黏土渗透性 试验研究及模型预测[J]. 岩土力学, 2019, 40(5): 1761-1770.
[6] 郑国锋, 郭晓霞, 邵龙潭, . 基于状态曲面的非饱和土强度准则及其验证[J]. 岩土力学, 2019, 40(4): 1441-1448.
[7] 李明玉, 孙文静. 黏土掺入生物炭后的持水特性及其影响机制[J]. 岩土力学, 2019, 40(12): 4722-4730.
[8] 陶高梁,李 进,庄心善,肖衡林,崔惜琳,徐维生. 利用土中水分蒸发特性和微观孔隙分布规律确定SWCC残余含水率[J]. , 2018, 39(4): 1256-1262.
[9] 毕 骏,谌文武,戴鹏飞,林高潮, . 校正系数对不同形式的Van Genuchten方程各拟合参数的影响[J]. , 2018, 39(4): 1302-1310.
[10] 陶高梁,柏 亮,袁 波,甘世朝. 土-水特征曲线与核磁共振曲线的关系[J]. , 2018, 39(3): 943-948.
[11] 李术才,贺 鹏,李利平,张乾青,石少帅,徐 飞,刘洪亮. 隧道岩质围岩亚级分级可靠度分析方法及其工程应用[J]. , 2018, 39(3): 967-376.
[12] 黎澄生,孔令伟,柏 巍,安 然,李甜果, . 土-水特征曲线滞后阻塞模型[J]. , 2018, 39(2): 598-604.
[13] 刘星志,刘小文,陈 铭,谷明晗. 基于3个不等粒径颗粒接触模型的土-水特征曲线[J]. , 2018, 39(2): 651-656.
[14] 胡明鉴,蒋航海,崔 翔,阮 洋,刘海峰,张晨阳,. 钙质砂电导率与相关性问题初探[J]. , 2017, 38(S2): 158-162.
[15] 刘 杰,雷 岚,王瑞红,王 飞,王 连,肖 蕾. 冻融循环中低应力水平加卸载作用下砂岩动力特性研究[J]. , 2017, 38(9): 2539-2550.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!