Microbial‑induced carbonate precipitation (MICP) technology: a review on the fundamentals and engineering applications
The microbial‑induced carbonate precipitation (MICP), as an emerging biomineralization
technology mediated by specific bacteria, has been a popular research focus for scientists …
technology mediated by specific bacteria, has been a popular research focus for scientists …
Centrifuge modeling of multi-row stabilizing piles reinforced reservoir landslide with different row spacings
C Zhang, Y Yin, H Yan, S Zhu, B Li, X Hou, Y Yang - Landslides, 2023 - Springer
The multi-row stabilizing piles have been applied in the stabilization of large-scale reservoir
landslides in recent years. However, the mechanical behavior and deformation …
landslides in recent years. However, the mechanical behavior and deformation …
Effect of ground surface surcharge on deformational performance of tunnel in spatially variable soil
This study investigates the coupled effect of the soil spatial variations and the disturbance of
ground surface on the existing tunnel using random finite difference method (RFDM). The …
ground surface on the existing tunnel using random finite difference method (RFDM). The …
Influence of geological uncertainty and soil spatial variability on tunnel deformation and their importance evaluation
In geotechnical engineering, geological uncertainty and the inherent spatial variability of soil
properties are two primary sources of uncertainty, significantly impacting embedded geo …
properties are two primary sources of uncertainty, significantly impacting embedded geo …
Quantitative evaluation of geological uncertainty and its influence on tunnel structural performance using improved coupled Markov chain
The geo-structures embedded in the multiple variable strata could be significantly affected
by the geological uncertainty. The quantitative evaluation of geological uncertainty and its …
by the geological uncertainty. The quantitative evaluation of geological uncertainty and its …
[HTML][HTML] Interpreting random fields through the U-Net architecture for failure mechanism and deformation predictions of geosystems
The representation of spatial variation of soil properties in the form of random fields permits
advanced probabilistic assessment of slope stability. In many studies, the safety margin of …
advanced probabilistic assessment of slope stability. In many studies, the safety margin of …
Characteristic comparison of seepage-driven and buoyancy-driven landslides in Three Gorges Reservoir area, China
Abstract The Three Gorges Hydropower Station is the largest hydropower station worldwide
with the impoundment of the 660-km long reservoir. More than 500 landslides have been …
with the impoundment of the 660-km long reservoir. More than 500 landslides have been …
A novel seepage device and ring-shear test on slip zone soils of landslide in the Three Gorges Reservoir area
For the deformation and evaluation of reservoir accumulative landslide, it is of great
significance to study the strength characteristics of slip zone soils under rainfall and …
significance to study the strength characteristics of slip zone soils under rainfall and …
Improved coupled Markov chain method for simulating geological uncertainty
Geological uncertainty is common in nature due to complex depositional processes as one
layer appears to be randomly embedded in neighbouring layers. However, the geo …
layer appears to be randomly embedded in neighbouring layers. However, the geo …
Landslide susceptibility map** in Three Gorges Reservoir area based on GIS and boosting decision tree model
As one of the most destructive geological disasters, a myriad of landslides has revived and
developed in the Three Gorges Reservoir area under the combined action of various …
developed in the Three Gorges Reservoir area under the combined action of various …