A5047484705- Landslides and related hazards
- Geotechnical Engineering and Soil Stabilization
- Geotechnical Engineering and Analysis
- Geotechnical Engineering and Underground Structures
- Geotechnical Engineering and Soil Mechanics
- Dam Engineering and Safety
- Soil and Unsaturated Flow
- Grouting, Rheology, and Soil Mechanics
- Soil, Finite Element Methods
- Civil and Geotechnical Engineering Research
- Soil Mechanics and Vehicle Dynamics
- Tree Root and Stability Studies
- Geomechanics and Mining Engineering
- Geotechnical and Geomechanical Engineering
- Vibration and Dynamic Analysis
- Hydrology and Sediment Transport Processes
- Rock Mechanics and Modeling
- Numerical methods in engineering
- Geophysical Methods and Applications
- Fluid Dynamics Simulations and Interactions
- Wave and Wind Energy Systems
- Advanced Measurement and Detection Methods
- Electromagnetic Simulation and Numerical Methods
- Landfill Environmental Impact Studies
- Structural Engineering and Vibration Analysis
Tsinghua University
2015-2024
State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering
2013-2018
China University of Geosciences (Beijing)
2013
Tongji University
2012
Beihang University
2010-2011
Ministry of Housing and Urban-Rural Development
2010
Marymount University
2009
Zhejiang University of Science and Technology
2009
University of Science and Technology Beijing
2008
A series of drained tests for sands with inherent fabric anisotropy were conducted an automatic hollow cylinder apparatus. The samples subjected to cyclic rotation principal stress axes while the magnitudes effective stresses maintained constant. evolution strain components and volumetric number cycles, relationship between shear components, flow rule investigated. It is found that plastic deformation induced due axes' alone without variation in stresses. contractive accumulates steadily...
Pile foundations are used to support both vertical and horizontal loads in many geotechnical projects, such as the coastal offshore engineering. The responses of piles under vertical-horizontal combined loading separately analyzed then superposed current design practice. This simplified analysis approach does not take coupling effect into consideration. research on this topic is limited results reported date inconclusive with regard influence response piles. In paper, a series centrifuge...
The pile-supported embankment has been widely adopted in highway widening projects. There is often significant differential settlement between the new and old embankments. Previous studies have not clarified interaction mechanisms different parts of subgrade. In this research, a series centrifuge model tests were carried out on subgrades widened by soft soil base. effect piles subgrade deformation subject to analyzed based full-field measurement results displacement. displacement mainly...
Stabilizing piles have been used extensively over the past few decades to support unstable slopes. A new simplified method is described analyze stability level of a strain-softening slope reinforced with stabilizing piles. An equivalent principle proposed account for three-dimensional effect on The formulation derived basis displacement distribution assumptions by extending Bishop slice method. parameters can be easily determined element tests. This real-world discuss influential factors....
Three-dimensional behavior of the interface between a structure and gravelly soil is great concern in design construction large-scale projects. A series three-dimensional tests were conducted to investigate effect shear coupling on monotonic cyclic such an interface. In these tests, was applied first then shears orthogonal direction while original maintained. Based test observations, strength found be independent proportional normal stress. Significant tangential displacement induced by...