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Keyword [Long-short piles]
Result: 1 - 20 | Page: 1 of 2
1.
Experiment And Study Of Composite Foundation With Long-short Piles To Improve Deep Soft Soils Under Embankment Load
2.
Effect Of Foundation Rigidity And Cushion Thickness On Rigid Pile Composite Foundation Bearing Capacity
3.
Study On Engineering Properties Of Composite Foundation Of Rigid-Flexible And Long-Short Piles
4.
The Study Of Rigid-flexible And Long-short Piles Composite Foundation And Its Application In Deep Thick Soft Soil Ground
5.
FEM Analysis For Consolidation Behavior Of Composite Foundation With Long-short-piles
6.
Study On Analytic Method For Deformation Properties Of Long-Short Piles Composite Foundation
7.
Numerical Analysis On Properties Of Composite Foundation With Long-short-piles
8.
Bearing Characteristics And Finite Element Analysis Of Composite Foundation With Rigid-flexible And Long-short Piles
9.
Experimental Research For The Long-short-piles CFG-PHC Integrated Composite Foundation
10.
Research On The Settlement Characteristics Of Composite Foundation With Long-short Piles Under Fill Subgrade
11.
Study On The Properties Of Rigid-flexible And Long-short-Piles-Net Composite Foundation With Flexible Load
12.
Study Of The Settlement Characteristics Of Composite Foundation With Long-short Piles Under Fill Embankment
13.
Long-Short Piles Composite Foundation Stress And Settlement Analysis
14.
Study On Composite Foundation Improved With Long-short Piles Under Subgrade Loading By Using Indoor Physical Model Tests And Numerical Simulations
15.
Rasearch On The Mechanical Behavior Of The Long-short Pile Foundation Under Vertical Load
16.
Experimental Investigation Of The Rigid Long-short-pile Composite Foundation About The Interaction Mechanism Between Long-pile And Short-pile
17.
Basic Theory Analysis And Test Study On Long-short Piles In Loess Region With Big Thickness
18.
Research On Double-Layer Soft Clay Ground Improved By Rigid-Flexible And Long-Short Piles
19.
Numerical Simulation Of Long And Short Piles In Foundation Pit And Slope Engineering
20.
Pseudo 3-D Elastic Foundation Beam Analysis Method For Deep Pit Supported By Combing Long With Short Piles
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