[HTML][HTML] Geohazards in the three Gorges Reservoir Area, China–Lessons learned from decades of research

H Tang, J Wasowski, CH Juang - Engineering Geology, 2019 - Elsevier
The impoundment of the 660-km long reservoir behind the huge Three Gorges Dam, the
world's largest hydropower station, increased regional seismicity and reactivated severe …

Direct ink writing of mineral materials: A review

L Hao, D Tang, T Sun, W **ong, Z Feng… - International Journal of …, 2021 - Springer
Due to the intrinsically limited mechanical properties, functionalities and structures of
mineral material composites (MMCs) made through traditional fabrication approaches, there …

A shear constitutive model for describing the full process of the deformation and failure of slip zone soil

Z Zou, J Yan, H Tang, S Wang, C **ong, X Hu - Engineering Geology, 2020 - Elsevier
The shear mechanical behaviour of slip zone soil is of great significance for the stability
analysis of landslides. Based on the shear deformation-failure characteristics of slip zone …

Evolution characteristics and displacement forecasting model of landslides with stair-step sliding surface along the **angxi River, three Gorges Reservoir region …

C Li, RE Criss, Z Fu, J Long, Q Tan - Engineering Geology, 2021 - Elsevier
Five large and many small landslides are developed in Jurassic strata along the lower
reaches of **angxi River, where interbedded weak and hard bedrock layers foster the …

Field monitoring and deformation characteristics of a landslide with piles in the Three Gorges Reservoir area

Y Zhang, X Hu, DD Tannant, G Zhang, F Tan - Landslides, 2018 - Springer
Landslides often occur within the reservoir area behind dams. In China, a common strategy
for stabilizing these landslides is to install large piles through the landslide and into the …

Deformation mechanisms and evolution of a pile-reinforced landslide under long-term reservoir operation

D Liu, X Hu, C Zhou, C Xu, C He, H Zhang, Q Wang - Engineering Geology, 2020 - Elsevier
Stabilizing piles are widely used for reinforcing landslides in the Three Gorges Reservoir
area, China. Due to reservoir operations, long-term water-level fluctuations (WLFs) may …

Model tests of the response of landslide-stabilizing piles to piles with different stiffness

X Hu, C Zhou, C Xu, D Liu, S Wu, L Li - Landslides, 2019 - Springer
The deformation characteristics of landslides, reinforced by piles having different stiffness,
are examined using physical model tests. Taking the Majiagou landslide and its pile system …

Response of a landslide to reservoir impoundment in model tests

C He, X Hu, DD Tannant, F Tan, Y Zhang, H Zhang - Engineering geology, 2018 - Elsevier
Landslides are often induced or activated by reservoir impoundment within the reservoir
area. In this paper, a physical model test was conducted and compared with another …

Centrifuge modeling of seismic response and failure mode of a slope reinforced by a pile-anchor structure

Y Huang, X Xu, J Liu, W Mao - Soil Dynamics and Earthquake Engineering, 2020 - Elsevier
Pile-anchor structures are now widely used in major slope reinforcement projects, but
research on the seismic response of slopes reinforced by these structures has been very …

Application of a multi-smartphone measurement system in slope model tests

K Fang, P An, H Tang, J Tu, S Jia, M Miao, A Dong - Engineering Geology, 2021 - Elsevier
Physical model tests are considered to be useful tools and are widely used in landslide
research. The three-dimensional (3D) surface deformation of slope models provides useful …