time-dependent deformation - Globe Thesis

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1.	The Gradual Destruction Mechanical Model And Time-dependent Deformation Analysis Of Landslide With Double Sliding Planes & Rock-layer Reverse
2.	Back-analysis Of Initial Ground Stress Based On ANSYS And Wavelet Neural Network And Rheology Analysis Of Surrounding Rock Of Cave
3.	Research On Time-dependent Deformation And The Damage Of Concrete Gravity Dams And The Comparative Analysis
4.	Time-dependent Deformation And Long-term Stability Of Landslide & Stabilizing Piles System Under Water Level Fluctuation
5.	Time-dependent Deformation And Frature And Microscopic Evolution Mechanism Of Marble Of Jinping Ⅰ Hydropower Station
6.	Numerical Investigation On Time-dependent Deformation And Failure Characteristics Of Jointed Rock Slopes
7.	Study On Characteristics And Time-dependent Deformation Mechanism Of Delayed Rockburst In Deep Tunnel In Rock Mass
8.	Experimental Study On Time-dependent Deformation Of Saturated Silty Clay
9.	Visco-Elastoplastic Mechanics Analysis Of Time-Dependent Deformation For Tunnels In Swelling Rocks
10.	Study On The Creep Mechanical Properties Of Badong Formation Mudstone And Its Application On The Time-dependent Deformation Analysis Of The Slope
11.	Experimental Study On Time-dependent Deformation Characteristics Of Reconstituted Saturated Silty Clay
12.	Study On Creep Of Time-dependent Deformation And Acoustic Emission Characteristics Of Sandstone Under Uniaxial Compression
13.	Theoretical Analysis Of Time-dependent Deformation For Deep Soft Rock Tunnel Considering Strain-hardening And Dilatation
14.	Research On The Rheological Property Of Irregular Limestone Particles Under Dry And Saturated States
15.	Inversion Analysis Of Stability Of Hydraulic Tunnels During Construction And Operation Period
16.	Time Dependent Deformation Characteristics Of Unsaturated Compacted Soil And Its Application In Settlement Calculation Of Subgrade
17.	Time-dependent deformation in unconsolidated reservoir sands
18.	The influence of time-dependent deformation of rock on the stability of underground excavations
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