deep foundation pits - Globe Thesis

Keyword [deep foundation pits] Result: 1 - 20 \| Page: 1 of 3
1.	Optimum Research On Bracing Design And Construction Schemes For Deep Foundation Pits
2.	Deformation Characteristics Analyses Of Deep Foundation Pits In Wuhan Metro Stations
3.	Genetic Method Of Optimization Design And Its Application In Retaining Systems Of Deep Foundation Pits In City
4.	The Analytical Study Of Deep Foundation Strutted Calculation Methode In Tianjin District.
5.	Pile-anchor Supporting Design And Finite Element Mothod Of Deep Excavation On Kunming City
6.	The Space Linear Finite Element Analysis Of Retaining Structures For Deep Foundation Pits
7.	The Simulation Of The Timbering Structure Between The Tie-Yue Station On Wuhan Subway Line 4
8.	Deep Pit Elastic-plastic Finite Element Numerical Analysis And Support Optimal Design Method
9.	The Monitoring And Prediction Analysis Of Ground Settlement Of Deep Foundation Pit Of Subway
10.	Basal Heave Stability Analysis Of Deep Founation Pits In Anisotropic Soft Clays
11.	Study On Monitoring And Early Warning System Of Deep Foundation Pits Based On Georobot
12.	Dynamic Prediction Of Deep Foundation Pits Surrounding Surface Subsidence In Soft Soil Area
13.	Guan Hui Inter-city Dalang Station Deep Foundation Pit Excavation On Surrounding Buildings
14.	The Research Of Displacement-Controlling Design Of Piles And Anchors In Deep Foundation Pits
15.	Numerical Analysis Of "End-suspended Pile" Supporting System In Deep Foundation Pits For Subway Stations Constructed By Cut And Cover Reverse Method In Soil-rock Dualistic Area
16.	Research On Monitoring Technology Of Deep Foundation Pits In Collapsible Loess Regions And Its Applications
17.	Research On Numerical Analysis Of Large Open Caissons For Deep Foundation Pits In Soft Soils
18.	The Interactional Deformation Behavior Of Synchronized Excavation Of Adjacent Deep Foundation Pits
19.	Study On Supporting Design And Construction Technology For Deep Foundation Pits
20.	Research On Vertical Deformation Of Existing Underlying Subway Tunnel Caused By Symmetric Excavation Of Two Deep Foundation Pits In Soft Soil Area
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