Research on the Prediction Model of Loess Collapsibility in Xinyuan County, Ili River Valley Area
Author:
Chen Lifeng12,
Chen Kai12,
He Genyi3,
Liu Zhiqi12
Affiliation:
1. School of Geological and Mining Engineering, Xinjiang University, Urumqi 830017, China
2. State Key Laboratory for Geomechanics and Deep Underground Engineering, Xuzhou 221116, China
3. The Second Hydrology Engineering Geology Brigade of Xinjiang Bureau of Geology and Mineral Resources Xinjiang, Changji 831100, China
Abstract
Collapsibility is a unique engineering geological property of loess. Choosing appropriate parameters to build the prediction model of loess collapsibility is an essential step toward solving the loess collapsibility problem. A case study was performed for the loess in Xinyuan County of the Yili River Basin, China. A large amount of data was collected from preliminary geotechnical tests in this region. Mathematical statistics were applied to analyse the correlations between the loess collapsibility and soil parameters. Multiple linear regression and neural network theories were adopted to build this region’s prediction model of loess collapsibility. The results showed that microscopically, the soils in this region were predominantly flocculated structures. The soil particles were flaky and in bracket contact, and the pores were round or irregularly shaped. Regarding the material composition, the soils were primarily composed of quartz and albite, with a low hematite content. In the study area, the correlation coefficients between the collapsibility coefficient of the loess vs. the density, dry density, saturation, porosity ratio, and porosity varied between 0.628 and 0.857, indicating a strong or very strong correlation. In terms of predicting loess collapsibility, the effectiveness of neural networks based on RBF (radial basis function) and multiple linear regression models was contrasted. The latter was discovered to be more appropriate, dependable, and accurate, with an accuracy percentage of 94.42%. Simultaneously, the model’s assessment index is 0.014 for the root mean squared error (RMSE), 0.962 for the correlation coefficient (CC), 0.919 for the Nash–Sutcliffe efficiency coefficient (NSE), and −1.494 percent for the percent bias (PBIAS). It works well for estimating whether local loess may collapse. Therefore, the RBF neural network model built in the present study has adequate precision and meets the engineering requirements. Our research sheds new light on loess collapsibility assessment in this region.
Funder
National Natural Science Foundation of Xinjiang Uygur Autonomous Region of China
Open Fund Project of State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology
National College Students’ Innovation Training Program of Xinjiang University
Subject
Water Science and Technology,Aquatic Science,Geography, Planning and Development,Biochemistry
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