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Keyword [excess pore water pressure]
Result: 61 - 80 | Page: 4 of 5
61. Experimental Study On The Jacked Loading Characteristics Of Single Pile In Clayey Soil
62. Shield Tunnelling Effects On Behavior Of Soil And Adjacent Existing Tunnel In Soft Clay
63. Research On Mechanical Properties Of Structured Shanghai Clay Under Cyclic Loading
64. Analysis Of Pore Water Pressure In Gravel Soil Core Wall And Permeability Coefficients Back Analysis Of High Earth-Rock Dam
65. Study On The Mechanism Of Cone Penetration Test By Numerical Simulation
66. Analysis Of Influence Of Different Pore Size On The Compaction Effect Of Static Sinking Pipe-pile With Holes
67. Experimental Study On The Clogging Mechanism And Anti-clogging Method Of Pervious Concrete Pile By Vibrating-sinking Tube
68. Analysis On Rheological Consolidation Of A Soft Clay With A Threshold Gradient
69. Study On Calculation Method Of Dynamic Earth Pressure Of Retaining Structure Considering Displacement Mode
70. Research On The Application Of The Technology Of Preventing The Floating Of Prefabricated Pile In Soft Soil
71. Compacting Effect Of Precast Square Piles In Lianyungang Soft Clay Foundation
72. Shaking Table Tests On Liquefiable Site-Immersed Tunnel
73. Experimental Study On The Relationship Between Fine Sand Liquefaction And Construction Process Parameters Of CFG Pile
74. Seismic response and prevention of liquefaction failure of sands partially saturated through introduction of gas bubbles
75. A deterministic method of predicting long-term pile capacity in cohesive soils after the dissipation of excess pore water pressure
76. A numerical investigation of the seismic response of tailings impoundments reinforced with waste rock inclusions
77. Research On Long-term Nonlinear Consolidation Deformation Of Shield Tunnel In Soft Soil
78. Mixed-grid Finite Element Analysis On Penetration Effect Of Steel-pipe Pile In Saturated Soft Soil
79. Seismic Response Analysis Of High Earth-rock Dam Stability Under Excess Pore Water Pressure
80. Numerical Simulation Of The Construction Process Of Long Spiral CFG Piles And Study On The Variation Law Of Pile-soil Parameters
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