high fill - Globe Thesis

Keyword [high fill] Result: 1 - 20 \| Page: 1 of 10
1.	Research On Deformation Control Of Superhigh Fill And Foundation Of Building On The High Fill
2.	Research On The Earth Pressure Theory And Reinforcement Load Reduction For The Culverts Beneath High Fill
3.	Vibratory Compaction And Settlement-Deformation Of Loess-high Fill Highway Embankment
4.	Study On Settlement-Deformation Laws And Calculation Method Of High Loess-filled Embankment
5.	EPS Load Reduction Technology Application And Numerical Simulation For High Fill Culert
6.	Research On The Earth Pressure Theory And Intelligent Prediction Of Structure Displacement For The Culvert Under High Fill
7.	Study On The Characters Of Deformation And Stability Of High-fill Airport Embankment In Mountainous Areas
8.	Study And Analysis On Settlement Of High Fill Subgrade In Jilin Province
9.	CALCULATING METRODS FOR THE SETTLEMENT OF HIGHWAY'S FOUNDATION & ANALYSE AND VERIFICATION OF HIGH FILLS'SETTLEMENT STABllJZATION
10.	Mechanics Study And Engineering Practice Using Dynamic Consolidation Technique For Improvement Of High-fill Foundation Mechanical Performance
11.	Nonlinear Finite Element Analysis Of Deformation And Stability On High Subgrade Using Nonlinear-elastic Model
12.	The Study And Application Of Negative Friction Of Pilefoundation Project
13.	Numeric Analysis On The Settlement And Stability Of High Fill Embankment Under Special Load
14.	The Optimized Design Study On The Structure Type For The High Fill Culverts
15.	Mechanism Study For Controlling Uneven Sedimentation Of High Fill By Strong Power Rammer
16.	The Prototype Measurement And The Numerical Analysis Of A New Type Support Structure Of High-fill Embankment
17.	Study On The Numerical Simulation And The Prediction Of Settlement Deformation Of The High Fill
18.	High Fill The Soil Culvert Structure Pattern And The Design Method Researches From Jilin To Caoshi Highway
19.	Seismic Performance Analysis Of High Fill Embankment
20.	Numerical Simulation Study On The Consolidation Of High Fill Saturated Foundation With Dynamic Compaction Method
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