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1. Study On Stability And Support Of Consequent Bedding Rock Slope
2. Analysis Of Excavation-Induced Additional Responses Of Adjacent On-service Pile Foundations
3. The Research On R.C. Beam Strengthened By Externally Bonded And Anchored I-Section Steel
4. Study On Sensitivity Of Stable Parameters For Rock Slope And Mechanical Parameters Of Excavation Unloading Rock Mass
5. Expansive Soil Slope Stability Analysis With Unloading Effect
6. Predicting Methods Of Surrounding Rocks Deformation And Ground Surface Settlement Of Tunnel Expansion In-suit With Super Small Clear-distance
7. Numerical Analysis On Engineeringpiles Of Stress And Displacement During And After Ultra-deep Excavation Pit
8. Study On The Soil Strength Character By The Unloading Effect Of Foundation Pit Excavation
9. Research On Mechanism Of Loess Joints And Fissures Under Unloading Of Loess Cut Slopes In NW China
10. Effects Of Reservoir Water Level Fluctuation On Deformation And Stability Of The Rock Bank Slope
11. Study On Rock Thickness Unloading Effect Andits Mechanism Of Layered Rock Mass
12. Blasting Damag Study Of Surrounding Rock In Badaling Tunnel
13. Field Test And Research On Tray-Type Retaining Structure Of Sichuan-Tibet Railway
14. Collapse Test And Mechanism Study Of Loess Under Unloading
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