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Keyword [yield] Result: 1 - 20 \| Page: 1 of 10
1.	Study On Seismic Behavior Of Concrete Filled Steel Tubular Arch Bridges
2.	The Experimental Study On Engineering Characteristics Of The Soil With High Saturated Degree After Dynamic Consolidation And The Soil's Constitutive Model
3.	The Theoretical Analysis And Study Of Machanical Behaviour For Transmission Tower
4.	Study On Engineering Properties And Elastic-plasticity Constitutive Model Of Soils Stabilized With Cement And Nanometer Silicon
5.	Studies On The One-Dimensional Elastic-Viscoplastic Consolidation Behavior Of Structured Soft Clay
6.	Research On Constitutive Model Of Continuum In Geotechnical Mechanics
7.	Study On The Urban Design Rainstorm And Rainfall Runoff Calculation Model
8.	Elastic-Viscoplastic Consolidation Theory Of Non-linear Rheologic Structured Soft Clay And Settlement Calculation Of Vertical Drains Ground
9.	Study On Equivalent Orthotropic Mechanical Parameters And Yield Criterion Of Jointed Rock Mass And Its Engineering Application
10.	Experimental Study Of Foam Generated By Compressed Air Foam System
11.	GIS-Based Study On Runoff Production And Sediment Yield Watershed Modeling In Two Types Of Scales And It's Application On Loess Hilly Region
12.	Study On Lagrange Analysis Method For Rock Mechanical Behavior And Its Application In Engineering
13.	Study On Method Of Safety Evaluation For Rock Engineering Based On Failure Approach Index
14.	Research On Post-failure Mechanical Properties Of Brittle-plastic Rocks By OOFEM Coupled With IEM
15.	Study On Design Method And Parameters For Seismically Isolated Railway Bridges
16.	Study On Stability Of Slope And Mechanisms Of Deformation And Failure Of Embankment
17.	Study On The Criterion Of Yield And Failure For Geomaterials
18.	Theoretical And Experimental Analysis And Design Application On Surrounding Rock Resistant Coefficient For Large-span Undersea Tunnel
19.	The Meso Numerical Simulation And The Macro-meso Mechanics Research For Concrete Material
20.	Studies On Elastic-plastic Behavior Of Cohensionless Soil During Load-decreasing Process
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