Longitudinal sliding event during excavation of Feng-Qi Station of Hangzhou Metro Line 1: postfailure investigation

Y Tan, W Jiang, W Luo, Y Lu, C Xu - Journal of Performance of …, 2018 - ascelibrary.org
This paper introduces thirteen kinds of typical excavation failures widely encountered in
practice in China along with corresponding failure mechanisms and damages to adjacent …

Overtopping-Induced breaching process of concrete-faced rockfill dam: a case study of Upper Taum Sauk dam

S Mei, Q Zhong, M Yang, S Chen, Y Shan… - Engineering Failure …, 2023 - Elsevier
The back analysis of the dam breaching process based on reported failure case data is of
great significance for understanding dam breaching mechanisms and the ability to predict …

Experimental study on the longitudinal evolution of the overtopping breaching of concrete-face sand-gravel dams

W Qiu, Y Li, L Wen, L Wang, Z Xu - Bulletin of Engineering Geology and …, 2023 - Springer
Longitudinal erosion is the main mechanism of the overtopping breaching of dams. Although
this type of erosion has been studied by conducting flume model tests, there are no …

Refined mathematical model for the breaching of concrete-face sand-gravel dams due to overtopping failure

W Qiu, Y Li, L Wen, J Wang, Q Yin - Journal of Mountain Science, 2023 - Springer
Overtopping is one of the main reasons for the breaching of concrete-face sand-gravel dams
(CFSGDs). In this study, a refined mathematical model was established based on the …

[HTML][HTML] A simplified physically-based breach model for a high concrete-faced rockfill dam: A case study

Q Zhong, S Chen, Z Deng - Water Science and Engineering, 2018 - Elsevier
A simplified physically-based model was developed to simulate the breaching process of the
Gouhou concrete-faced rockfill dam (CFRD), which is the only breach case of a high CFRD …

Experimental study on the process of overtopping breach of concrete-faced sand-gravel dam

Y Li, W Qiu, Z Chen, L Wen, L Wang - European Journal of …, 2022 - Taylor & Francis
A concrete-faced sand-gravel dam (CFSGD) is likely to experience a dam breaching
accident once there is leakage through the concrete face slab joints or overtopping of the …

Monitoring contact seepage between earth-fill dam and trans-dam culvert based on temperature variation regularity of optical fiber

J Liu, L Zhou, X Zhang, H Sun, M Miao, S Qu… - Journal of Civil …, 2023 - Springer
The concrete–soil interface between earth-fill dam and trans-dam culvert has always been
susceptible to seepage. The dam will break once the failure conditions are reached. To …

Failure of concrete-face sand-gravel dam due to water flow overtops

Q Zhong, S Chen, Z Fu - Journal of performance of constructed …, 2019 - ascelibrary.org
Based on field investigations and model tests on Gouhou concrete-face sand-gravel dam
(CFSGD) breach case, a simplified numerical model for CFSGD breach was developed. The …

Stress and deformation analysis of concrete-facing sand–gravel dam based on inversion parameters

M Da, Z Su - Geotechnical and Geological Engineering, 2021 - Springer
With the long-term operation of the project, the material parameters of concrete-facing sand–
gravel dam will change, which brings great difficulty to the scientific and effective stress and …

Experimental and numerical investigation of bottom outlet leakage in earth-fill dams

Q Xie, J Liu, B Han, H Li, Y Li, X Li - Journal of Performance of …, 2019 - ascelibrary.org
Leakage dissolution and the induced internal erosion failures in earth-fill dams and
foundations significantly threaten the long-term operational safety of geotechnical structures …