A Theoretical Model to Predict the Critical Hydraulic Gradient for Soil Particle Movement under Two-Dimensional Seepage Flow-Reference-Cited by-同舟云学术

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A Theoretical Model to Predict the Critical Hydraulic Gradient for Soil Particle Movement under Two-Dimensional Seepage Flow

Published:2017-10-29 Issue:11 Volume:9 Page:828
ISSN:2073-4441
Container-title:Water
language:en
Short-container-title:Water

Author:

Huang Zhe,Bai Yuchuan,Xu Haijue,Cao Yufen,Hu Xiao

Funder

National Natural Science Foundation of China

Natural Science Foundation of Tianjin

Publisher

MDPI AG

Subject

Water Science and Technology,Aquatic Science,Geography, Planning and Development,Biochemistry

Link

http://www.mdpi.com/2073-4441/9/11/828/pdf

Reference39 articles.

1. Seepage caused tension failures and erosion undercutting of hillslopes

2. The Role of Subsurface Flow in Hillslope and Stream Bank Erosion: A Review

3. Piping/Sapping Erosion. I: Basic Considerations

4. Seepage‐Induced Mass Wasting in Coarse Soil Slopes

5. The statistics of embankment dam failures and accidents

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1. Clogging caused by coupled grain migration and compaction effect during groundwater recharge for unconsolidated sandstone reservoir in groundwater-source heat pump;Journal of Rock Mechanics and Geotechnical Engineering;2024-08

2. Evaluation and Analysis of Seepage Stability in the Surrounding Strata of a Dewatering Foundation Pit Based on Differences in Particle Initiation Conditions;Indian Geotechnical Journal;2024-06-14

3. Experimental and Theoretical Study on the Stratum Cavity Collapse Induced by Water and Sand Leakage in Subway Tunnels;International Journal of Geomechanics;2024-05

4. Seepage Prediction Model for Roller-Compacted Concrete Dam Using Support Vector Regression and Hybrid Parameter Optimization;Water;2023-10-08

5. An Assessment Model for the Erosion Occurrence of Gap-Graded Sand-Gravel Soils under Variable Seepage Direction;Water;2023-04-11

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