foundation excavation - Globe Thesis

Keyword [foundation excavation] Result: 61 - 80 \| Page: 4 of 10
61.	Soil Nailing Structure Design Of Deep Foundation Excavation Step-by-step Finite Element Analysis
62.	Deep Foundation Excavation Close Neighbor Of Bridge Piles
63.	Of Deep Foundation Pit Supporting Structure The Research And Application Of Optimal Design Method
64.	Numerical Simulation With FEM Of The Deep Foundation Excatation
65.	Research On The Deformation Performance Of Composite Bracing Technique Of Soil Anchors And Soil Nails For Deep Foundation Excavation
66.	Study On The Interaction Of The Deep Foundation And Adjacent Light Rail Viaduct Foundation
67.	Construction Monitoring And Dynamic Design Of Pile-anchor Supporting Structures In Jingguang Road-Shakou Road Fast Channel
68.	Research On The Design And Construction Technology Of Deep Foundation Pit Support In Tian Jin He Chang Yuan Project
69.	Study On The Buildings Deformation Around Expansive Soil Foundation Pit
70.	Numerical Analysis Of The Existing Adjacent Frame Structure In Foundation Excavation And Construction
71.	Numerical Simulation And In Situ Testing On The Deformation Caused By Deep Foundation Excavation
72.	Based On The Risk Assessment Of The Soft Soil Area Foundation Excavation Fuzzy Evaluation Method
73.	Existing Subway Shield Tunnel Stability In The Upper Part Of The Pit Excavation
74.	Study On Safety Of Existing Dam And Bedrock Due To New Dam Foundation Excavation
75.	3D Finite Element Analysis On The Influences Of Surcharges And Foundation Excavation On The Stability Of Neighboring Pile Buildings
76.	Research On The Influence Of Earth Pressures Due To Deformation Of Retaining Structure
77.	Analysis Of The Surrounding Underground Pipelines And Soil Deformation Affected By Foundation Excavation
78.	The Study About The Influence Ofdeep Foundation Excavation On Bridges Existed
79.	Study Of The Safety Assessment Method Of Influence Of Foundation Excavation On Nearly Buildings
80.	The Finite Element Analysis On The Bracing Structure Deformation Of The Deep Foundation Pit Considering The Creep Effect Of The Soft Soil
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