Shear creep - Globe Thesis

Keyword [Shear creep] Result: 1 - 20 \| Page: 1 of 2
1.	The Study On Shear Creep Model Of Wall Rock Of Long, Great And Deep Buried Tunnel
2.	Test And Analysis On Influence Of Rheological Phase Material On Soft Soil Rheological Property
3.	Study On Shear Deformation Of Segmental Joint And Its Influence To Deflection Of Continuous Rigid Frame Bridge
4.	Study On Direct Shear Creep Characteristics And The Long-term Strength Of Expansive Soil
5.	Experimental Study On The Shear Creep Of The Swelling Rock
6.	Research On Shear Creep Experiment Of Swelling Rock Under Different Expansivecondition
7.	Experimental Study On Direct Shear Creep Characteristics And Long-term Strength Of Red Layer Sliding Zone Soil In Southern Hunan
8.	Test And Analysis On Liquid Rheological Model Of Soft Soil
9.	Experimental Study On Weathering Zone And Shear Creep Properties Of Purple Mudstone Of Badong Formation
10.	Study On Ground Deformation Caused By Subway Tunnel Construction In Changchun Soft Mudstone Formation
11.	The Research On Shear Creep Characteristics And Long-term Strength Of Expansive Soil Under Drying And Wetting Cycles
12.	Study On Creep Behavior Of Coarse Grained Soil And Its Application In Stability Analysis Of Slope With Gravity-type Anchorage Used In Dadu-river Suspension Bridge At Luding In Yaan-kangding Expressway Engineering
13.	Study On Creep Characteristics And Creep Model Of Reconstituted Silty Clay
14.	Interface Characterization And Load Transfer Analyses For Anchored Systems
15.	Study On Creep Characteristics Of Dianchi Peaty Soil And Its Application In Long-term Settlement Of Tunnel
16.	Experimental Analysis Of The Influence Of Coarse Particles In Soft Soil On Rheological Properties
17.	Study On Direct Shear Creep Test Analysis And Constitutive Model Of Soft Soil
18.	Shear Creep Properties And Parameters Of Silty Clay In Huainan Area
19.	Experimental Study On Creep Characteristics Of Recycled Asphalt Pavement As Fills
20.	The Experiment Of Direct Shear Creep Of Clay Under Freeze-thaw Cycle
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