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Keyword [composite ground]
Result: 81 - 100 | Page: 5 of 7
81. Study On Support Pressure At Excavation Face Of Shield Tunneling In Composite Ground With Soft And Underlying Hard Strata
82. Research On Failure Mechanisms And Stability Analysis Method Of Embankment Supported On Composite Ground Reinforced With Rigid Piles
83. Stydy On Failure Mechanism And Grouting Reinforcement Of Composite Foundation With Plain Concrete Piles Under Embankment
84. Study On Settlement Development Of Composite Ground With Adhesive Columns
85. Study On Face Stability And Control Technology Of EBP Shield-Driving Tunnel In Composite Ground With Consideration Of Seepage Condition
86. Study On Settlemtnt Calulation Method For Composite Ground Under Flexible Foundation
87. Experimental Study On The Working Charactristic And The Unstable Failure Of The Concrete Pile Composite Ground
88. The Analysis Method Of Settlement For Gravel Pile Composite Ground Under Flexible Foundation
89. Study On Analytical Solution And Finite Element Analysis Of Settlement Calculation Of Pile-soil Composite Ground Under Flexible Foundation
90. Behaviors Analysis Of Composite Ground Under Flexible Foundation
91. Study On The Tunneling Parameters Of Shield Tunneling In Upper-soft And Lower-hard Composite Ground
92. On Settlement Of Dry-jet-mixing Composite Ground
93. Studies On Settlement Of GC And CFG Composite Foundation Under Embankment Load
94. Stability Analysis Of Ground Surface Settlement Induced And Surrounding Rock By Shield Driving Caused In Upper-soft And Lower-hard Composite Ground
95. Experimental Research On Base Reaction Of CFG Pile Composite Ground Under Eccentric Loading And Design Calculation Of Multi-type-pile Composite Ground
96. Study On Foundation Treatment Technique For Soft Soil Of Littoral In Tangshan
97. Analysis On Instability Of Rigid Pile Composite Ground In Soft Clay
98. Application Of Vibro-replacement Stone Column In Foundation Treatment Of Caofeidian Oil Tank
99. Analytical Solution For The Consolidation Of A Composite Ground Reinforced By Partially Penetrated Impervious Columns
100. The Analysis Of Geotextile Encased Stone Columns Composite Foundation Bear-deformation Mechanism
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