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Keyword [Dynamic triaxial]
Result: 181 - 200 | Page: 10 of 10
181. Experimental Study On Vibration Liquefaction Of Low Embankment Structure Based On Saturated Silty Soil From Guangxi Marine Sediments
182. Research On Dynamic Response Of Goaf Ground Soil Of High-speed Railway In Qinshui Coalfield
183. Study On Over-Consolidation Characteristics Of Saturated Clay Under Cyclic Loading
184. Numerical Simulation Of Dynamic Triaxial Mechanical Properties Of RCC Under Freeze-thaw Cycles
185. Investigation And Modeling Of Pore Pressure For The Saturated Asphalt Mixture Under Dynamic Load
186. Research On Seismic Reinforcement Method Of Bridge Pile Foundation In Liquefiable Soil Based On Slag Powder
187. Study On Static And Dynamic Characteristics And Constitutive Model Of Coir Fiber Reinforced Soil
188. Study On Dynamic Characteristics Of Tailing Sand Subgrade Under Traffic Load
189. Study On Liquefaction Potential And Control Technology Of Water-rich Fine Sand Layer Under Cutterhead Vibration During Shield Tunneling
190. The Bearing Characteristics Of Suction Bucket Foundation In Saturated Soft Clay Under Wind And Wave Cyclic Loads
191. Study On Reinforcement Effect Of Geocell-Aeolian Sand Subgrade Under Traffic Load
192. Experimental Study On Static And Dynamic Properties Of Red Clay Soil Reinforced With Rice Straw
193. Research On The Dynamic Characteristics Of Marine Soft Clay In Zhoushan Under Intermittent Combined Frequency Cycle Loads
194. Study On Hysteresis Constitutive Model And Discrete Element Numerical Simulation Of Light Weight Soil Mixed With EPS Particles Under Dynamic Load
195. Study On Humidifying Seismic Subsidence Characteristics Of Loess Foundation In Water Transmission Pipeline Engineering
196. Experimental Study On Static And Dynamic Triaxial Tests Of Geocell Reinforced Granular Soil
197. Study On Resistivity Variation Characteristics Of Saturated Sand Samples During Liquefaction
198. Study On Dynamic Characteristics And Microstructure Of Loess Under Cyclic Dynamic Load
199. Dynamic Creep Characteristics And Dynamic Constitutive Model Of Freezing-thawing Saline Soil
200. Investigations On Undrained Shear Behaviors Of Loess Subjected To K0 Consolidation In Triaxial Test
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