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Result: 41 - 60 | Page: 3 of 10
41. Research On The Slope Destruction Mode Of Deep Footing Groove By Numerical Simulation In Xi'an
42. The Design And Analysis Of Influence Factors For Internal Force Of Beam With Pre-stressed Anchor
43. Primary Study On The Influence Factors On Underground Rock Cavern Under Earthquake
44. Study On A New Nonlinear Back Analysis Method Of Geostress Field
45. Study On The Criterions Of Slope Stability Analysis With Shear Strength Reduction Method And The Computation Of The Slope Stability Of The Bank At The Longtan Harbor
46. The Numerical Analysis On Behaviors Of The Shallow Tunnels And Settlements Of Buildings In The Construction Process
47. Regression Analysis Of Initial Geostress Field For Underground Workshop Area
48. Numerical Analysis For Secondary-lining Of Subway Station Tunneled In Center Drift Method
49. Federal Highway 213 Dragons Eyes Tunnel Adjacent Formation Big Distortion Destruction Pattern And Adjacent Formation Stability Three Dimensional Value Simulation
50. The Application Research Of Large Deformation Numerical Simulation In Expressway Weak Rock Tunnel
51. Influence Of Ground Surface Settlement And Adjacent Piles Induced By Tunnel Excavation.
52. Study On Stability Of The Quasi-bedded And Counter-tilt Rock Slope In Right Bank Diversion Tunnel Inlets Of Nuozhadu Hydropower Station
53. Stability Evaluating Of Soil Bank-slope From Estuary To Gaoyang In Xiangxi River Valley
54. Study On Two-parameter Design Theory Of Lattice Frame And Its Application
55. Study On Surrounding Rock Stability Of Deep-lying Diversion Tunnel In Jingping Cascade 2 Hydropower Station.
56. Flume Experiment And Numerical Analysis For Bank Reinforcement With Geocontainer
57. The Effectiveness Analysis Of Deep Excavation To Adjacent Underground Utilities
58. Theoretical Analysis And Numerical Calculation Of Retaining Structure With Double-row Piles Of Deep Foundation Pit
59. The Failure Modes And Critical Heights Of Reinforcement Rentaining Wall By Geogrid Space
60. Study On Construction Influences Of Shield Tunnel Excavation To The Neighboring Buildings
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