Excavation damaged zone division and time-dependency deformation prediction: A case study of excavated rock mass at Xiaowan Hydropower Station-Reference-Cited by-同舟云学术

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Excavation damaged zone division and time-dependency deformation prediction: A case study of excavated rock mass at Xiaowan Hydropower Station

Published:2020-07 Issue: Volume:272 Page:105668
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Bao Han,Zhang Keke,Yan Changgen,Lan Hengxing,Wu Faquan,Zheng Han

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shaanxi Province

Fundamental Research Funds for the Central Universities, CHD

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference45 articles.

1. Distribution characteristics and controlling factors of vertical joint spacing in sand-mud interbedded strata;Bao;J. Struct. Geol.,2019

2. Geometrical heterogeneity of the joint roughness coefficient revealed by 3D laser scanning;Bao;Eng. Geol.,2020

3. The excavation damaged zone in clay formations time-dependent behavior and influence on performance assessment;Blümling;Phys. Chem. Earth Parts A/B/C,2007

4. Evaluation of excavation-induced relaxation and its application to an arch dam foundation;Chen;Int. J. Numer. Anal. Methods Geomech.,2012

5. A new method of predicting the prestress variations in anchored cables with excavation unloading destruction;Chen;Eng. Geol.,2018

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5. The Effect of Excavation Disturbance on the Stability of Bedding Cataclastic Rock Mass High Slope Containing Multimuddy Interlayers;Advances in Civil Engineering;2024-02-21

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