A5101724301- Geotechnical Engineering and Underground Structures
- Geotechnical Engineering and Soil Mechanics
- Corrosion Behavior and Inhibition
- Geotechnical Engineering and Soil Stabilization
- Landslides and related hazards
- Civil and Geotechnical Engineering Research
- Geothermal Energy Systems and Applications
- Solar Energy Systems and Technologies
- Vibration and Dynamic Analysis
- Building Energy and Comfort Optimization
- Water Treatment and Disinfection
- Concrete Corrosion and Durability
- Conducting polymers and applications
- Grouting, Rheology, and Soil Mechanics
- Wave and Wind Energy Systems
- Advanced Fiber Optic Sensors
- Electrodeposition and Electroless Coatings
- Railway Engineering and Dynamics
- Geotechnical Engineering and Analysis
Southwest Jiaotong University
2013-2024
Fault deformation can cause severe damage to structures located within the fault zones. A logarithmic spiral model was developed by D. A. Cole and P. V. Lade in 1984 predict shapes locations of ruptures sand caused dip–slip faulting, based on 1g sandbox tests. However, it shows poor predictions for reverse observed centrifuge In this study, modelling faulting performed explore reasons model. These tests were conducted free-field conditions with different densities soil thicknesses. Based...
In this article, the influence of soil condition on dynamic response a tunnel and surrounding was studied by both experimental model tests numerical simulations. We tested 1/20‐scale with three different conditions: upper soft lower hard soil, homogeneous soil. also applied loads, sweep loads train for time domain frequency analysis. The results revealed that interface between strata has an obvious amplification effect vibration wave. With propagation wave to surface, damping above becomes...
Located between the Eurasia seismic zone and circum-Pacific belt, China is largest continent shallow earthquake area around world by frequent activities. And great quantities of tunnels are located in high intensity China. As one main structure national lifeline, analysis methods tunnel must be paid attention. Based on response characteristics traffic structure, this paper provides a synthesis current state knowledge for tunnel, including design criteria, effects, behaviors, procedure...
Corrosion behavior of 201 low-nickel stainless steel was studied in Cl − -contaminated underground water with various concentrations HCO 3 and SO 4 2− at different pHs to investigate the durability stainless-steel anchors. The charge-transfer resistance increased, whereas carrier densities corrosion current density decreased an increase concentration , solution pH. A parameter that termed composite corrosiveness index ( CCI ) proposed assess corrosivity waters steels. exhibited a monotonic...