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Keyword [Duncan-Chang model]
Result: 61 - 79 | Page: 4 of 4
61.
Study On Frost Heave Behavior And Mechanical Properties Of Fine-grain Filler In Heavy Haul Railway
62.
Analysis On Arch Effect Characteristics Of High Core Wall Rockfill Dam
63.
Research On The Mechanical Characteristics Of The Tailing Sand From Fengshuigou Tailing Dam
64.
Research On The Shear Strength Of Nong’an Remolded Saline Soil Subjected To Freeze-thaw Cycles
65.
Numerical Calculation Method Of Reinforced Earth Retaining Wall Based On EFG-FEM
66.
Experimental Study On Mechanical Properties And Structural Properties Of Silicon Powder Improving Loess
67.
Experimental Study On Mechanical Properties Of Fiber Loess Under Freeze-thaw Cycles
68.
Simulation Of MSW Compression Process And Structural Analysis And Improvement Of Back-loading Compression Garbage Truck
69.
Experimental Research On The Stress-strain Property Of Bio-Enzyme-Treated Silty Clay
70.
Experimental Study On The Effect Of Particle Size On Mechanical Properties Of Artificial Cemented Samples
71.
Experimental Study On The Scale Effect Of Strength And Deformation Characteristics Of Coarse-grained Materials
72.
Parameter Prediction Of Soil Constitutive Model Based On Machine Learning
73.
Experimental Study On The Improvement Ofexpansive Soil Fillers Based On MICP
74.
Study On Strength Characteristics And Constitutive Relationship Of Artificially Frozen Soft Soil In Underground Engineering Construction
75.
Study On CD Shear Characteristics And Duncan-Chang Model Parameters Of Dry-wet Cycle Laterite
76.
Study On The Dynamic And Static Characteristics Of Warm And Ice-Rich Frozen Sandy Soil In Qinghai-Tibet Plateau
77.
Experimental Study On Mechanical Properties Of The Canal Foundation Expansive Soil Of Water Transportation Open Channel Project In Cold And Arid Regions
78.
Study Of Strain Rate Effects On The Mechanical Properties Of Undisturbed Overconsolidated Expansive Soils In Nanyang
79.
Experimental Study On Improving Of Expansive Soil By MICP Method Using Centrifugal Concentration Microbe Solution
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