20 results on '"Zhang, Qian-qing"'
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2. Settlement calculation method for the solidified soil prefabricated pile (PPSS) embedded in layer soils
3. Study on performance and application of O-QGS soil curing agent for waste clay with low liquid limit
4. Calculation method for the ultimate bearing capacity of pressure-cast-in-situ pile with spray-expanded frustum
5. A critical state three-dimensional multi-shear model for soil-structure interfaces under monotonic and cyclic loading
6. Study on surface roughness effect on shear behavior of concrete-soil interface
7. A simple method for analyzing thermomechanical response of an energy pile in a group
8. A simplified approach for the response of pile groups composed of dissimilar piles
9. Behaviour analysis on the vertically loaded bored pile socketed into weak rocks using slip-line theory arc failure surface
10. A novel method for measuring traffic load-induced settlement at different layers of embankment in highway
11. Grouting mechanism of quick setting slurry in rock fissure with consideration of viscosity variation with space
12. Discontinuous deformation analysis of super section tunnel surrounding rock stability based on joint distribution simulation
13. Gaussian process model of water inflow prediction in tunnel construction and its engineering applications
14. A new type support structure introduction and its contrast study with traditional support structure used in tunnel construction
15. Large scale three-dimensional seepage analysis model test and numerical simulation research on undersea tunnel
16. Risk assessment of water inrush in karst tunnels based on attribute synthetic evaluation system
17. A simplified approach for settlement analysis of single pile and pile groups considering interaction between identical piles in multilayered soils
18. Characteristics of MnO 2 catalytic ozonation of sulfosalicylic acid and propionic acid in water
19. Discussion on “An analytical approach for the prediction of single pile and pile group behaviour in clay” by Brian B. Sheil, and Bryan A. McCabe [Comput. Geotech. 75 (2016) 145–158]
20. Discussion on “A simple critical state interface model and its application in prediction of shaft resistance of non-displacement piles in sand”
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