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Keyword [Arching Effect]
Result: 101 - 120 | Page: 6 of 10
101. Study On Mechanical Characteristics Of Pipe Roof System When Tunnel Cross Loose Accumulation Deposit Region
102. Study On The Interaction Mechanism Of Landslide And Anti-slide Pile
103. Study On Calculation Method For Lateral Earth Pressure On Parallel Retaining Walls Considering Soil Arching Effect
104. Study On Soil Arching Effect And Mechanical Properties Of Cushion Within Geogrid Reinforced Pile Supported Low Embankment
105. Study On Passive Earth Pressure Considering Soil Arching Effect Of Retaining Walls Under Non-limit State
106. Study Of The Arching Effect In Soil Behind The Retaining Wall Under Non-limite State
107. Research On The Soil Pressure Coefficient And Soil Arching Effect With Different Culvert Types And Soil Properties
108. Research On Soil Arching Effect Of Anti Slide Pile And Optimization Of Raw Piles
109. Research On Technology Of Foundation Pit Supporting Under The Condition Of Discontinuous Foundation With Cap And Multi-pile
110. Characteristics Of Railway Subgrade Settlement Research Under Field Test Of Yun-Gui Area Expansive Soil Foundation
111. Experimental Study On Seismic Performance Of The Micro-steel-pipe Pile(s)-soil Composite Structure
112. Research On Settlement And Stress Distribution Of High Embankment Filled By Gravel Packing Of Heavy-haul Railway
113. The Soil Arching Effect And The Calculation Method Of The Structure Internal Force On High-filled Corrugated Steel Culvert
114. Theory Analysis And Numerical Simulation Of Soil Arching Effect On Anti-slide Piles
115. Study On Soil Arching Effect Of Anti-slide Piles And Sliding Instability Of Soil Between Piles
116. The Research On The Principle And Application Of The Spatial Soil Arching Effects
117. Experimental Investigation On Discharge Pressure Of Silo
118. Reinforcement Mechanism And Arching Effect Of Piles Improved Subsoil
119. Analysis And Test On Mechanical Property Of High-backfill And Long-spancorrugated Steel Pipes Culvert
120. Discrete Element Analysis Of Anti-slide Piles And Reasonable Pile Space Calculation
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