Friction angle - Globe Thesis

Keyword [Friction angle] Result: 41 - 60 \| Page: 3 of 4
41.	The Study Of Reinforced Fill In Deep Foudation Excavation
42.	Experimental Study On Shear And Compaction Properties Of Soils With Different Saturation
43.	Study On Strain Rate Effect Of Expansive Soil Mechanical Properties And Embankment Stability Annlysis In Nanyang
44.	Study On Influence Of Shear Strength Parameters Determined By Different Test Methods On Design Of Piles In Row
45.	Research And Development Of Borehole Shearing Test Equipment And Test Application
46.	Numerical Simulation On Rainfall Analysis And Soil Contact And Experimental Study Of Underground Utility Tunnel
47.	Experimental Research On Particle Breakage And Strength Characteristics Of Chuanxi Talus Mixed Soil With Different Coarsegrain Contents
48.	Experimental Study On Properties And Steady State Of Saturated Tungsten-molybdenum Tailings
49.	Study On Triaxial Tests Of Water Glass Solidified Sulphuric Acid Saline Soil
50.	Experimental Study On Shear Strength Characteristics Of Typical Loess In Taiyuan
51.	Effect Of Dry Density And Water Content On The Stregth And Strength Parameters Of Remolded Loess In Taiyuan
52.	Study On The Stability Of Bore Hole Wall In Dry Pore-forming
53.	Earth Pressure On Retaining Wall Considering Stability And Safety Factor Under Non-Limit State
54.	Experimental Study On The Effect Of Freezing And Thawing Cycles On The Mechanical Properties Of Loess
55.	Effect Of Different Compaction Factors On Compaction Characteristics And Shear Strength Of Loess Silt
56.	Research On The Properties Of Interfacefriction Between Calcareous Sand Andstructure
57.	Long Term Deformation Characteristics Of PVC Sheet Pile Retaining Structure Research On Design Method
58.	Study On The Relationship Between Asphalt Performance Properties And The Cohesive Force Of Asphalt Mixture
59.	Experimental Study On Effect Of Particle Shape And Non-uniformity Coefficient On The Mechanical Properties Of Sand
60.	Non Equal Proportion Related Non Synchronous Strength Reduction Method For Loess Slope Stability
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