Reliability Analysis of Layered Soil Slopes Considering Different Spatial Autocorrelation Structures

It is widely recognized that different geological formations often vary differently in space. Therefore, soil properties from different layers should be modeled by different autocorrelation functions (ACFs) to reflect such soil heterogeneity. However, the same ACFs are frequently used for different...

Full description

Bibliographic Details
Main Authors: Shaohe Zhang, Yuehua Li, Jingze Li, Leilei Liu
Format: Article
Language:English
Published: MDPI AG 2020-06-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/10/11/4029
_version_ 1827715269286428672
author Shaohe Zhang
Yuehua Li
Jingze Li
Leilei Liu
author_facet Shaohe Zhang
Yuehua Li
Jingze Li
Leilei Liu
author_sort Shaohe Zhang
collection DOAJ
description It is widely recognized that different geological formations often vary differently in space. Therefore, soil properties from different layers should be modeled by different autocorrelation functions (ACFs) to reflect such soil heterogeneity. However, the same ACFs are frequently used for different soil layers in slope reliability analysis for simplicity purpose in the literature. The present work is a study on the effects of ACFs on the reliability analysis of layered soil slopes, where the soil properties of different layers are considered by different ACFs. Five commonly used classical ACFs and the non-classical Whittle–Matérn model were investigated in this study. Cholesky decomposition and Monte Carlo simulation were used to simulate the spatial variability of the soil properties and estimate the probability of failure (<i>P<sub>f</sub></i>) of slopes, respectively. Illustrative examples with various parametric studies show that when the soil properties from different layers are characterized by the same ACFs, the <i>P<sub>f</sub></i> of the studied slopes is comparable with that estimated using different ACFs for different soil layers. This indicates that the type of ACF has only a small impact on the slope reliability assessment. However, the <i>P<sub>f</sub></i> may be underestimated by the single exponential ACF and overestimated by the cosine exponential ACF. The scale of fluctuation of the soil properties influences the slope reliability more than the ACFs. In addition, the smoothness parameter in the non-classical model has a significant influence on the reliability of the slope, where <i>P<sub>f</sub></i> increases with the increase of the smoothness parameter.
first_indexed 2024-03-10T19:14:58Z
format Article
id doaj.art-6074bae04eff4b24bd1b98b7fbb6a149
institution Directory Open Access Journal
issn 2076-3417
language English
last_indexed 2024-03-10T19:14:58Z
publishDate 2020-06-01
publisher MDPI AG
record_format Article
series Applied Sciences
spelling doaj.art-6074bae04eff4b24bd1b98b7fbb6a1492023-11-20T03:29:13ZengMDPI AGApplied Sciences2076-34172020-06-011011402910.3390/app10114029Reliability Analysis of Layered Soil Slopes Considering Different Spatial Autocorrelation StructuresShaohe Zhang0Yuehua Li1Jingze Li2Leilei Liu3Key Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring, Ministry of Education, School of Geosciences and Info-Physics, Central South University, 932 South Lushan Road, Changsha 410083, ChinaKey Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring, Ministry of Education, School of Geosciences and Info-Physics, Central South University, 932 South Lushan Road, Changsha 410083, ChinaKey Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring, Ministry of Education, School of Geosciences and Info-Physics, Central South University, 932 South Lushan Road, Changsha 410083, ChinaKey Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring, Ministry of Education, School of Geosciences and Info-Physics, Central South University, 932 South Lushan Road, Changsha 410083, ChinaIt is widely recognized that different geological formations often vary differently in space. Therefore, soil properties from different layers should be modeled by different autocorrelation functions (ACFs) to reflect such soil heterogeneity. However, the same ACFs are frequently used for different soil layers in slope reliability analysis for simplicity purpose in the literature. The present work is a study on the effects of ACFs on the reliability analysis of layered soil slopes, where the soil properties of different layers are considered by different ACFs. Five commonly used classical ACFs and the non-classical Whittle–Matérn model were investigated in this study. Cholesky decomposition and Monte Carlo simulation were used to simulate the spatial variability of the soil properties and estimate the probability of failure (<i>P<sub>f</sub></i>) of slopes, respectively. Illustrative examples with various parametric studies show that when the soil properties from different layers are characterized by the same ACFs, the <i>P<sub>f</sub></i> of the studied slopes is comparable with that estimated using different ACFs for different soil layers. This indicates that the type of ACF has only a small impact on the slope reliability assessment. However, the <i>P<sub>f</sub></i> may be underestimated by the single exponential ACF and overestimated by the cosine exponential ACF. The scale of fluctuation of the soil properties influences the slope reliability more than the ACFs. In addition, the smoothness parameter in the non-classical model has a significant influence on the reliability of the slope, where <i>P<sub>f</sub></i> increases with the increase of the smoothness parameter.https://www.mdpi.com/2076-3417/10/11/4029slope reliabilityspatial variabilityrandom fieldautocorrelation structure
spellingShingle Shaohe Zhang
Yuehua Li
Jingze Li
Leilei Liu
Reliability Analysis of Layered Soil Slopes Considering Different Spatial Autocorrelation Structures
Applied Sciences
slope reliability
spatial variability
random field
autocorrelation structure
title Reliability Analysis of Layered Soil Slopes Considering Different Spatial Autocorrelation Structures
title_full Reliability Analysis of Layered Soil Slopes Considering Different Spatial Autocorrelation Structures
title_fullStr Reliability Analysis of Layered Soil Slopes Considering Different Spatial Autocorrelation Structures
title_full_unstemmed Reliability Analysis of Layered Soil Slopes Considering Different Spatial Autocorrelation Structures
title_short Reliability Analysis of Layered Soil Slopes Considering Different Spatial Autocorrelation Structures
title_sort reliability analysis of layered soil slopes considering different spatial autocorrelation structures
topic slope reliability
spatial variability
random field
autocorrelation structure
url https://www.mdpi.com/2076-3417/10/11/4029
work_keys_str_mv AT shaohezhang reliabilityanalysisoflayeredsoilslopesconsideringdifferentspatialautocorrelationstructures
AT yuehuali reliabilityanalysisoflayeredsoilslopesconsideringdifferentspatialautocorrelationstructures
AT jingzeli reliabilityanalysisoflayeredsoilslopesconsideringdifferentspatialautocorrelationstructures
AT leileiliu reliabilityanalysisoflayeredsoilslopesconsideringdifferentspatialautocorrelationstructures