Xuanming Ding
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View article: Lateral bearing characteristics and p-y model of single pile in coral sand considering effect of vertical load
Lateral bearing characteristics and p-y model of single pile in coral sand considering effect of vertical load Open
View article: The propagation characteristics of seismic waves in ultra-deep overburden by large-scale shaking table test
The propagation characteristics of seismic waves in ultra-deep overburden by large-scale shaking table test Open
View article: Effect of particle crushing on the mechanical behavior of unreinforced and geogrid-reinforced marine coral sands
Effect of particle crushing on the mechanical behavior of unreinforced and geogrid-reinforced marine coral sands Open
View article: A Study on the Response of Coral Sand Foundations with Different Particle Gradations Reinforced Using a Vibroflotation Method
A Study on the Response of Coral Sand Foundations with Different Particle Gradations Reinforced Using a Vibroflotation Method Open
Vibroflotation has proven to be an effective method for treating loose and unevenly graded coral sand foundations formed through hydraulic filling. In this study, a series of model tests were conducted to investigate the effects of particl…
View article: Effect of operational strategy on thermal response of a model energy diaphragm wall
Effect of operational strategy on thermal response of a model energy diaphragm wall Open
The development of energy diaphragm walls (wall heat exchangers) provides a new perspective for the shallow geothermal energy exploitation. This study conducted a series of thermal performance tests on a model energy diaphragm wall, focusi…
View article: Effect of High-Stress Levels on the Shear Behavior of Geosynthetic-Reinforced Marine Coral Sands
Effect of High-Stress Levels on the Shear Behavior of Geosynthetic-Reinforced Marine Coral Sands Open
As an important construction material, the mechanical and deformation properties of marine coral sand determine the safety and stability of related island and coastal engineering construction. The porous and easily broken characteristics o…
View article: Multi-relation spatiotemporal graph residual network model with multi-level feature attention: A novel approach for landslide displacement prediction
Multi-relation spatiotemporal graph residual network model with multi-level feature attention: A novel approach for landslide displacement prediction Open
Accurate prediction of landslide displacement is crucial for effective early warning of landslide disasters. While most existing prediction methods focus on time-series forecasting for individual monitoring points, there is limited researc…
View article: An approach for analysis of a single energy pile subjected to a horizontal load in sand
An approach for analysis of a single energy pile subjected to a horizontal load in sand Open
Many studies on horizontally loaded energy piles have tended to ignore the impact of axial frictional resistance in the analysis processes or lacked experimental validation. The effect of axial frictional resistance may be considered by co…
View article: Laboratory testing on cracking characteristics and improvement mechanism of coral mud
Laboratory testing on cracking characteristics and improvement mechanism of coral mud Open
In recent years, the development and construction of island reefs have been flourishing. Due to the remoteness of island reefs from the mainland, the scarcity of building materials, and the high transportation costs, it is imperative to us…
View article: A New Model and Analytical Solution for Heat Transfer in the Heating Section of Energy Tunnels Considering the Insulation Layer
A New Model and Analytical Solution for Heat Transfer in the Heating Section of Energy Tunnels Considering the Insulation Layer Open
View article: Numerical analysis of geosynthetic-reinforced embankment performance under moving loads
Numerical analysis of geosynthetic-reinforced embankment performance under moving loads Open
The performance of geosynthetic-reinforced embankments under traffic moving loads is always a hotspot in the geotechnical engineering field. A three-dimensional (3D) model of a geosynthetic-reinforced embankment without drainage consolidat…
View article: Lateral dynamic response of single floating piles in saturated soil layer
Lateral dynamic response of single floating piles in saturated soil layer Open
A closed‐form formulation for the dynamic analysis of lateral response of floating piles in a saturated finite‐thickness soil layer is presented in this paper. Governing equations of the saturated soil are established on the basis of Biot'…
View article: Stochastic analysis of excavation-induced wall deflection and box culvert settlement considering spatial variability of soil stiffness
Stochastic analysis of excavation-induced wall deflection and box culvert settlement considering spatial variability of soil stiffness Open
In this study, a three-dimensional (3D) finite element modelling (FEM) analysis is carried out to investigate the effects of soil spatial variability on the response of retaining walls and an adjacent box culvert due to a braced excavation…
View article: Towards the Role of Soil-Structure Interaction on Transverse Kinematic Response of a Downhole Seismometer to S-Waves: A Viscoelastic Solution
Towards the Role of Soil-Structure Interaction on Transverse Kinematic Response of a Downhole Seismometer to S-Waves: A Viscoelastic Solution Open
View article: Numerical analysis of seismic response of rectangular underground structure in coral sand
Numerical analysis of seismic response of rectangular underground structure in coral sand Open
View article: Vertical vibration response of rigid strip footings on a viscoelastic soil layer overlying bedrock
Vertical vibration response of rigid strip footings on a viscoelastic soil layer overlying bedrock Open
Considering the influence of soil thickness, the vertical vibration response of rigid strip footings resting on viscoelastic soil is theoretically investigated. Based on the assumptions for footing and foundation with rigid bedrock boundar…
View article: Q-Learning-Based Noise Covariance Adaptation in Kalman Filter for MARG Sensors Attitude Estimation
Q-Learning-Based Noise Covariance Adaptation in Kalman Filter for MARG Sensors Attitude Estimation Open
International audience
View article: Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests
Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests Open
A series of shaking table model tests were performed to examine the effects of deep cement mixing (DCM) columns with different reinforcement depths on the seismic behavior of a pile group in liquefiable sand. Due to the DCM column reinforc…
View article: Numerical analysis on dynamic response characteristics of geosynthetic reinforced embankment under moving load
Numerical analysis on dynamic response characteristics of geosynthetic reinforced embankment under moving load Open
The dynamic response of geosynthetic reinforced embankment under traffic moving load has attracted increasing attentions in the engineering field. A 3D model of geosynthetic reinforced embankment was established by using the ABAQUS finite …
View article: Seismic behaviors of utility tunnel-soil system: With and without joint connections
Seismic behaviors of utility tunnel-soil system: With and without joint connections Open
Seismic responses of utility tunnel-soil system were studied via shaking table model tests with considerations of two kinds of double box utility tunnels: with and without joint connections. These two testing utility tunnel models were mad…
View article: Similarity quantification of soil parametric data and sites using confidence ellipses
Similarity quantification of soil parametric data and sites using confidence ellipses Open
View article: A new soil reaction model for large-diameter monopiles in clay
A new soil reaction model for large-diameter monopiles in clay Open
View article: Experimental Study on the Negative Skin Friction of the Pile Group Induced by Rising and Lowering the Groundwater Level
Experimental Study on the Negative Skin Friction of the Pile Group Induced by Rising and Lowering the Groundwater Level Open
Negative skin friction (NSF) has been one of the important factors in the design of pile foundation; especially, the influence of water level on the pile negative skin friction should be paid attention. In this paper, a series of model tes…
View article: Review of transparent soil model testing technique for underground construction: Ground visualization and result digitalization
Review of transparent soil model testing technique for underground construction: Ground visualization and result digitalization Open
In geotechnical engineering, the transparent soil (also called transparent media) technique is an effective tool for conducting experimental tests and investigating the displacement characteristics and stress distribution of soils. It play…
View article: Shaking table model test on seismic responses of utility tunnel with joint
Shaking table model test on seismic responses of utility tunnel with joint Open
View article: Wave Propagation in X-Section Piles for Low Strain Integrity Testing: Three-Dimensional Effects
Wave Propagation in X-Section Piles for Low Strain Integrity Testing: Three-Dimensional Effects Open
X-section cast-in-place concrete pile (referred to as XCC pile) has a different velocity response compared with circular section pile in the low strain testing due to the special cross section. Full-scale model tests of XCC pile were condu…
View article: Comparative Study on Seismic Response of Pile Group Foundation in Coral Sand and Fujian Sand
Comparative Study on Seismic Response of Pile Group Foundation in Coral Sand and Fujian Sand Open
The physical and mechanical properties of coral sand are quite different from those of common terrestrial sands due to the special marine biogenesis. Shaking table tests of three-story structures with nine-pile foundation in coral sand and…
View article: HIGH RESOLUTION SAR IMAGING EMPLOYING GEOMETRIC FEATURES FOR EXTRACTING SEISMIC DAMAGE OF BUILDINGS
HIGH RESOLUTION SAR IMAGING EMPLOYING GEOMETRIC FEATURES FOR EXTRACTING SEISMIC DAMAGE OF BUILDINGS Open
Synthetic Aperture Radar (SAR) image is relatively easy to acquire but difficult for interpretation. This paper probes how to identify seismic damage of building using geometric features of SAR. The SAR imaging geometric features of buildi…
View article: NEAR REAL-TIME GEOREFERENCE OF UMANNED AERIAL VEHICLE IMAGES FOR POST-EARTHQUAKE RESPONSE
NEAR REAL-TIME GEOREFERENCE OF UMANNED AERIAL VEHICLE IMAGES FOR POST-EARTHQUAKE RESPONSE Open
The rapid collection of Unmanned Aerial Vehicle (UAV) remote sensing images plays an important role in the fast submitting disaster information and the monitored serious damaged objects after the earthquake. However, for hundreds of UAV im…
View article: Experimental Study on the Behavior of X-Section Pile Subjected to Cyclic Axial Load in Sand
Experimental Study on the Behavior of X-Section Pile Subjected to Cyclic Axial Load in Sand Open
X-section cast-in-place concrete pile is a new type of foundation reinforcement technique featured by the X-shaped cross-section. Compared with a traditional circular pile, an X-section pile with the same cross-sectional area has larger si…