Internal Stability Evaluation of Soils

Suffusion constitutes a major threat to the foundation of a dam, and the likelihood of suffusion is always determined by the internal stability of soils. It has been verified that internal stability is closely related to the grain size distribution (GSD) of soils. In this study, a numerical model is...

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Main Authors: Qingfeng Feng, Hao-Che Ho, Teng Man, Jiaming Wen, Yuxin Jie, Xudong Fu
Format: Article
Language:English
Published: MDPI AG 2019-07-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/11/7/1439
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spelling doaj-d06fdd8f9d9747b7940833c42601619f2020-11-25T01:52:01ZengMDPI AGWater2073-44412019-07-01117143910.3390/w11071439w11071439Internal Stability Evaluation of SoilsQingfeng Feng0Hao-Che Ho1Teng Man2Jiaming Wen3Yuxin Jie4Xudong Fu5State Key Laboratory of Hydroscience and Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, ChinaOcean College, Zhejiang University, Hangzhou 310027, ChinaDepartment of Civil, Environmental, and Geo-Engineering, University of Minnesota, Minneapolis, MN 55455-0116, USAState Key Laboratory of Hydroscience and Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, ChinaState Key Laboratory of Hydroscience and Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, ChinaState Key Laboratory of Hydroscience and Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, ChinaSuffusion constitutes a major threat to the foundation of a dam, and the likelihood of suffusion is always determined by the internal stability of soils. It has been verified that internal stability is closely related to the grain size distribution (GSD) of soils. In this study, a numerical model is developed to simulate the suffusion process. The model takes the combined effects of GSD and porosity (<i>n</i>) into account, as well as Wilcock and Crowe&#8217;s theory, which is also adopted to quantify the inception and transport of soils. This proposed model is validated with the experimental data and shows satisfactory performance in simulating the process of suffusion. By analyzing the simulation results of the model, the mechanism is disclosed on how soils with specific GSD behaving internally unstable. Moreover, the internal stability of soils can be evaluated through the model. Results show that it is able to distinguish the internal stability of 30 runs out of 36, indicating a 83.33% of accuracy, which is higher than the traditional GSD-based approaches.https://www.mdpi.com/2073-4441/11/7/1439suffusioninternal stabilitygrain size distribution (GSD)
collection DOAJ
language English
format Article
sources DOAJ
author Qingfeng Feng
Hao-Che Ho
Teng Man
Jiaming Wen
Yuxin Jie
Xudong Fu
spellingShingle Qingfeng Feng
Hao-Che Ho
Teng Man
Jiaming Wen
Yuxin Jie
Xudong Fu
Internal Stability Evaluation of Soils
Water
suffusion
internal stability
grain size distribution (GSD)
author_facet Qingfeng Feng
Hao-Che Ho
Teng Man
Jiaming Wen
Yuxin Jie
Xudong Fu
author_sort Qingfeng Feng
title Internal Stability Evaluation of Soils
title_short Internal Stability Evaluation of Soils
title_full Internal Stability Evaluation of Soils
title_fullStr Internal Stability Evaluation of Soils
title_full_unstemmed Internal Stability Evaluation of Soils
title_sort internal stability evaluation of soils
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2019-07-01
description Suffusion constitutes a major threat to the foundation of a dam, and the likelihood of suffusion is always determined by the internal stability of soils. It has been verified that internal stability is closely related to the grain size distribution (GSD) of soils. In this study, a numerical model is developed to simulate the suffusion process. The model takes the combined effects of GSD and porosity (<i>n</i>) into account, as well as Wilcock and Crowe&#8217;s theory, which is also adopted to quantify the inception and transport of soils. This proposed model is validated with the experimental data and shows satisfactory performance in simulating the process of suffusion. By analyzing the simulation results of the model, the mechanism is disclosed on how soils with specific GSD behaving internally unstable. Moreover, the internal stability of soils can be evaluated through the model. Results show that it is able to distinguish the internal stability of 30 runs out of 36, indicating a 83.33% of accuracy, which is higher than the traditional GSD-based approaches.
topic suffusion
internal stability
grain size distribution (GSD)
url https://www.mdpi.com/2073-4441/11/7/1439
work_keys_str_mv AT qingfengfeng internalstabilityevaluationofsoils
AT haocheho internalstabilityevaluationofsoils
AT tengman internalstabilityevaluationofsoils
AT jiamingwen internalstabilityevaluationofsoils
AT yuxinjie internalstabilityevaluationofsoils
AT xudongfu internalstabilityevaluationofsoils
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