基于主成分分析法的Q2黄土湿陷特性研究
A study of the collapsibility of Q2 loess based on principal component analysis
-
摘要: Q2黄土由于埋藏深,结构相对致密,其湿陷性问题常常被忽视。湿陷系数作为评价黄土湿陷程度的定量指标,其影响因素众多,包括土的含水率、干密度、孔隙比等。由于各因素之间存在一定相关性,所建立的湿陷系数与物理指标之间相关关系往往准确度较低。为降低黄土湿陷指标多重相关性对数据回归分析结果的影响,提高预测精度,以彬州渭化乙二醇项目场地Q2黄土为研究对象,在统计分析场地地层物性指标及湿陷系数与物性单一指标之间相关性的基础上,筛选了7个与湿陷系数相关性较好的指标。采用主成分分析法,通过多元线性回归分析,建立了以累积方差贡献率为基础的Q2黄土湿陷系数计算模型。模型计算值与实测值对比结果表明,该方法有效较低了湿陷系数影响因子之间的多重相关性和相互影响问题,证实了所建立的Q2黄土湿陷系数与独立影响因子之间相关关系的合理性和准确性。Abstract: Due to deep burial and the relatively dense structure of Q2 loess, its collapsibility is often overlooked. As a quantitative index to evaluate the degree of loess collapsibility, collapsibility coefficient is influenced by many factors, including soil moisture content, dry density, void ratio and other physical properties. Because there is a certain correlation among the factors, the correlation between the established collapsibility coefficient and the physical index is often of low accuracy. In order to effectively reduce the influence of multiple correlation of loess collapsible index on the data regression analysis results and to improve the prediction accuracy, the Q2 loess of the Weihua glycol project site in Binzhouis taken as the research object. Based on the statistical analysis of the correlation between the physical property index of the site stratum and the single index of collapsible coefficient and physical property, seven indexes with better correlation with collapsible coefficient are selected. By using principal component analysis and multiple linear regression analysis, the calculation model of Q2 loess collapsibility coefficient based on cumulative variance contribution rate is established. The comparison between the calculated value of the model and the measured value shows that the method is effective in reducing the multiple correlation and mutual influence between the influence factors of the collapsibility coefficient, and confirms the rationality and accuracy of the correlation between the established Q2 loess collapsibility coefficient and the independent influence factors.
-
Keywords:
- principal component analysis /
- Q2 loess /
- collapsibility /
- physical indices /
- correlation analysis
-
-
[1] [1]王丽琴, 邵生俊, 王帅,等. 原状黄土的压缩曲线特性[J]. 岩土力学, 2019, 40(3): 1076-1084. [WANG L Q, SHAO S J, WANG S, et al. Compression curve characteristic of undisturbed loess[J]. Rock and Soil Mechanics, 2019, 40(3): 1076-1084.(in Chinese)]
[2] [2]方祥位, 欧益希, 申春妮,等. Q2黄土湿陷性影响因素研究[J]. 水利与建筑工程学报, 2016, 14(1): 49-54. [FANG X W, OU Y X, SHEN C N, et al. Influence factors analysis on collapsibility of Q2 loess[J]. Journal of Water Resources and Architectural Engineering, 2016, 14(1): 49-54.(in Chinese)]
[3] [3]方祥位, 申春妮, 李春海等. 陕西蒲城Q2黄土湿陷变形特性研究[J]. 岩土力学, 2013, 34(增刊2): 115-120. [FANG X W, SHEN C N, LI C H, et al. Collapsible deformation properties of Q2 loess in Pucheng of Shaanxi Province[J]. Rock and Soil Mechanics, 2013, 34(Sup 2): 115-120.(in Chinese)]
[4] [4]申春妮, 方祥位, 陈正汉. Q2黄土的非饱和直剪试验研究[J]. 地下空间与工程学报, 2010, 6(4): 724-728. [SHEN C N, FANG X W, CHEN Z H. The unsaturated direct shear tests of Q2 loess[J]. Chinese Journal of Underground Space and Engineering, 2010, 6(4): 724-728.(in Chinese)]
[5] [5]方祥位, 成培江, 申春妮等. 陕西蒲城Q2黄土物质组成试验研究[J]. 后勤工程学院学报, 2012, 28(1): 1-6. [FANG X W, CHENG P J, SHEN C N, et al. The matter composition tests of Q2 loess in Pucheng, Shaanxi Province[J]. Journal of Logistical Engineering University, 2012, 28(1): 1-6.(in Chinese)]
[6] [6]顾宝和. 我国特殊岩土研究[J]. 水文地质工程地质, 1997, 24(2): 43-45.[GU B H. Researches on special rocks and soils in China[J]. Hydrogeology and Engineering Geology, 1997, 24(2): 43-45.(in Chinese)]
[7] [7]吴兴辉. 黄土的水敏性与结构性研究[D]. 西安: 西安理工大学, 2006.[WU X H. The water sensitivity and structural properties of loess[D]. Xi’an: Xi’an University of Technology, 2006.(in Chinese)]
[8] [8]高燕燕,钱会,徐盼盼,等.延安新区马兰、离石黄土饱和渗透特性的试验研究[J].工程地质学报,2017, 25(增刊1):134-138. [GAO Y Y, QIAN H, XU P P, et al. Experimental study of permeability of Malan and Lishi loess in Yan’An new area[J]. Journal of Engineering Geology, 2017, 25(Sup 1): 134-138.(in Chinese)]
[9] [9]谢星, 王东红, 赵法锁. Q2黄土流变特性及其统计损伤流变模型[J]. 水文地质工程地质, 2010, 37(3): 63-68. [XIE X, WANG D H, ZHAO F S. Study on rheological properties and statistical damage rheological model for Q2 loess[J]. Hydrogeology & Engineering Geology, 2010, 37(3): 63-68.(in Chinese)]
[10] [10]谢星, 王东红, 赵法锁. 单轴压缩下结构性Q2黄土的损伤本构模型研究[J]. 水文地质工程地质, 2008, 35(3): 47-50. [XIE X, WANG D H, ZHAO F S. Study on damage constitutive model of structural Q2 loess under uniaxial compression[J]. Hydrogeology & Engineering Geology, 2008, 35(3): 47-50.(in Chinese)]
[11] [11]张森安, 张秦琦, 李晓龙等. 兰州地区离石黄土(Q2)工程性质研究[J]. 山西建筑, 2014, 40(26): 53-55. [ZHANG S A, ZHANG Q Q, LI X L, et al. Study on engineering properties of the Lishi loess(Q2) in Lanzhou[J]. Shanxi Architecture, 2014, 40(26): 53-55.(in Chinese)]
[12] [12]李永伟,张培恒,李贞孝.山西离石黄土湿陷性[J].工程地质学报,2014,22(增刊1):395-399. [LI Y W, ZHANG P H, LI Z X. The collapsibility of Lishi loess,Shanxi Province[J]. Journal of Engineering Geology, 2014, 22(Sup 1):395-399.(in Chinese)]
[13] [13]武小鹏,赵永虎,徐安花,等.黄土湿陷性与其物理力学指标的关系及评价方法[J].长江科学院院报,2018,35(6): 75-80. [WU X P, ZHAO Y H, XU A H, et al. Relationship between collapsibility and physical-mechanical indexes of loess and evaluation methods[J] Journal of Yangtze River Scientific Research Institute, 2018, 35(6): 75-80.(in Chinese)]
[14] [14]马闫,王家鼎,彭淑君,等.黄土湿陷性与土性指标的关系及其预测模型[J].水土保持通报,2016,36(1):120-128. [MA Y, WANG J D, PENG S J, et al. Relationships between physical-mechanical parameters and collapsibility of loess soil and its prediction model[J] Bulletin of Soil and Water Conservation, 2016, 36(1):120-128.(in Chinese)]
[15] [15]李萍, 李同录. 黄土物理性质与湿陷性的关系及其工程意义[J]. 工程地质学报, 2007, 15(4): 506-512. [LI P, LI T L. Relation between loess collapsibility and physical properties and its engineering significance[J]. Journal of Engineering Geology, 2007, 15(4): 506-512.(in Chinese)]
[16] [16]王梅. 中国湿陷性黄土的结构性研究[D]. 太原: 太原理工大学, 2010. [WANG M. Study on structure of collapsible loess in China[D]. Taiyuan: Taiyuan University of Technology, 2010.(in Chinese)]
[17] [17]单红仙,陈勇,刘正银,等.现代黄河三角洲粉质类土承载力确定[J].岩石力学与工程学报,2006,25(增刊2): 4089-4096. [SHAN H X, CHEN Y, LIU Z Y, et al. Determination of slity soil bearing capacity on modern Yellow river delta in China[J]. Chinese Journal of Rock Mechanics and Engineering, 2006,25(Sup 2):4089-4096.(in Chinese)]
[18] [18]井彦林. 基于数据挖掘技术的黄土湿陷性研究[D]. 西安: 西安理工大学, 2006. [JING Y L. Study on loess collapsibility based on data mining[D]. Xi’an: Xi’an University of Technology, 2006.(in Chinese)]
[19] [19]陈开圣, 彭小平. 关中地区黄土的湿陷特性研究[J]. 水文地质工程地质, 2005, 32(1): 37-40. [CHEN K S, PENG X P. Study on loess’s collapsibility in the Guanzhong area[J]. Hydrogeology and Engineering Geology, 2005, 32(1): 37-40.(in Chinese)]
[20] [20]谷天峰, 王家鼎, 郭乐等. 基于支持向量机的Q3黄土孔隙微观结构研究[J]. 水文地质工程地质, 2010, 37(6): 102-106. [GU T F, WANG J D, GUO L, et al. Research on mesoscopic pore of loess based on image processing of SVM[J]. Hydrogeology & Engineering Geology, 2010, 37(6): 102-106.(in Chinese)]
[21] [21]王吉庆, 雷胜友, 李肖伦等. 黄土湿陷系数与物理性质参数的相关性[J]. 煤田地质与勘探, 2013, 41(3): 42-45. [WANG J Q, LEI S Y, LI X L, et al. Correlation of wet collapsibility coefficient and physical property parameters of loess[J]. Coal Geology & Exploration, 2013, 41(3): 42-45.(in Chinese)]
[22] [22]李兰, 王兰民. 含粘粒量黄土抗震陷性能的试验研究[J]. 水文地质工程地质, 2007, 34(3): 63-66. [LI L, WANG L M. Experimental study of the subsidence characteristics of clayey loess[J]. Hydrogeology & Engineering Geology, 2007, 34(3): 63-66.(in Chinese)]
-
期刊类型引用(3)
1. 邵杰,滕超,陈喜庆,杨欣杰,曹军,朱宁,肖登,吕菲. 藏东川西交通廊道波密至林芝段重大工程水文地质条件及问题研究. 河北工程大学学报(自然科学版). 2023(02): 105-112 . 百度学术
2. 张春潮,李向全,马剑飞,付昌昌,白占学,余启明. 喜马拉雅东构造结地热资源赋存特征与开发利用潜力. 地质学报. 2023(08): 2728-2741 . 百度学术
3. 张田田,杨为民,万飞鹏. 浑河断裂带地质灾害发育特征及其成因机制. 吉林大学学报(地球科学版). 2022(01): 149-161 . 百度学术
其他类型引用(2)
计量
- 文章访问数: 301
- HTML全文浏览量: 178
- PDF下载量: 583
- 被引次数: 5