岩土力学 ›› 2018, Vol. 39 ›› Issue (12): 4588-4596.doi: 10.16285/j.rsm.2017.8040

• 岩土工程研究 • 上一篇    下一篇

基于褶皱几何参数统计规律的渗漏量评估方法

陈 成1, 2, 3,詹良通1, 2,徐文杰1, 2,陈云敏1, 2   

  1. 1. 浙江大学 岩土工程研究所,浙江 杭州 310058;2. 浙江大学 软弱土与环境土工教育部重点实验室,浙江 杭州 310058; 3. 浙江省建筑设计研究院,浙江 杭州 310006
  • 收稿日期:2017-04-30 出版日期:2018-12-11 发布日期:2019-01-01
  • 通讯作者: 詹良通,男,1972 年生,博士,教授,博士生导师,主要从事非饱和土力学、环境岩土工程和边坡工程等方面的研究工作。 E-mail: zhanlt@zju.edu.cn E-mail: cc12312@sina.com
  • 作者简介:陈成,男,1990年生,博士研究生,主要从事环境岩土工程方面的研究工作。
  • 基金资助:
    国家自然科学基金项目(No.51378466,No.51508504)。

Leakage evaluation method based on the statistical law of the geometric parameters of wrinkles

CHEN Cheng1,2,3, ZHAN Liang-tong1,2, XU Wen-jie1,2, CHEN Yun-min1,2   

  1. 1. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou, Zhejiang 310058, China; 2. Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Zhejiang University, Hangzhou, Zhejiang 310058, China; 3. Zhejiang Province Institute of Architectural Design and Research, Hangzhou, Zhejiang 310006, China
  • Received:2017-04-30 Online:2018-12-11 Published:2019-01-01
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51378466, 51508504).

摘要: 褶皱网络中褶皱的空间分布是水力通性分析及渗漏量评估的基础。褶皱的空间分布规律尚待研究。基于一个典型场地的场底褶皱网络,利用K-S检验方法分析了褶皱几何参数服从的概率分布类型,统计得到了褶皱几何参数相应的统计参数。提出了基于褶皱几何参数的统计规律随机生成褶皱网络,并对随机褶皱网络进行渗漏量评估,然后从随机分析得到的渗漏量中选择特征值来表征场地的渗漏量的方法。通过案例分析,研究了该方法的应用。结果表明:对典型场底褶皱网络的统计分析为确定类似场地中褶皱几何参数的概率分布类型和统计参数具有重要的参考价值。由随机生成的褶皱网络得到的渗漏量样本的均值可以作为特征值,用来保守地评估场地内实际的渗漏量。基于案例分析,在对褶皱几何参数统计规律积累了丰富的经验后,可以实现对待建场地的设计不再需要获取整个场地的航拍图像,从而为有褶皱场地渗漏量评估提供了新思路。

关键词: 褶皱, 几何参数, 统计规律, 渗漏量

Abstract: The spatial distribution of wrinkles in a wrinkle network is the basis for hydraulic connectivity analysis and leakage evaluation. The rules describing the spatial distribution of wrinkle remain to be investigated. Based on a typical wrinkle network from the bottom of a site, the probability distribution types for the geometric parameters of wrinkle were analyzed using K-S test method, and the statistics of the geometric parameters were obtained. A method for evaluating leakage through a wrinkle network was proposed by generating stochastic wrinkle networks based on the statistics of the geometric parameters of wrinkles, and choosing a characteristic value from the calculated leakages through the stochastic wrinkle networks to represent the leakage from the actual wrinkle network. The proposed method was then applied to representative cases. The results indicate that the statistical analysis for a typical wrinkle network from the bottom of a site can provide an important reference for the determination of the distribution types and statistics of various geometric parameters of wrinkles in similar sites. The mean value of leakages calculated from the stochastically generated wrinkle network can be used as a characteristic value to conservatively represent the leakage through the actual wrinkle network. Referring to the case considered in this study, after rich experience about the statistical law of geometric parameters of wrinkles has been accumulated, the aerial image of the whole wrinkle network is no longer needed in the design process of a site, thus providing new ideas for assessing leakage through sites with wrinkle network.

Key words: wrinkles, geometric parameters, statistical law, leakage

中图分类号: 

  • TU 43
[1] 陈 成,詹良通,徐文杰,陈云敏, . 复合衬垫土工膜褶皱网络水力连通性分析方法[J]. , 2018, 39(10): 3685-3694.
[2] 罗长军 ,胡 峰 ,张磊奇 ,王会午,. 陡坡水库大坝渗透稳定性及渗透变形分析[J]. , 2006, 27(8): 1305-1311.
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