Modified Cam-clay Model - Globe Thesis

Keyword [Modified Cam-clay Model] Result: 1 - 20 \| Page: 1 of 2
1.	Numerical Analysis Of Top-Down Construction Technique And Study On Monitoring For Deep Excavation Engineering In Soft-Soil Areas
2.	Test Study And Numerical Simulation Analysis Of Inflatable Anchors Mechanism
3.	Analysis Of Effect Of Strut Parameters On Movement Of Diaphragm Wall And Ground Settlement Behind The Wall
4.	Study On Settlement And Bearing Capability Of Ribbed Tubular Pile With Enlarged Base
5.	A Study Of Several Qustion In Deep Foundation Ditch Excavation For Hua-yuan Station Of Tianjin Subway
6.	Theoretical And Numerical Analysis Of Soil Behavior Due To Pile Installation
7.	FEM Analysis On Thermal Stress In Strut Of Foundation Pit
8.	Seepage Coupled With Consolidation To Analyze Earth Pressure And Deformation Due To Dewatering And Excavation
9.	Study On Effect And Mechanism Of Partition Wall In Protecting Adjacent Buildings From Deep Excavation In Soft Ground
10.	Research And Application Of Settlement Theory On Bridge Rigid Pile Composite Foundation
11.	FLAC-(3d) Numerical Simulation And Theoretical Research Of The Composite Soil Nailing
12.	A Simulation Of Installation Of Stone Column And Subsequent Consolidation
13.	Study On Characteristics Of Long-Term Compressibility Of Nanning Expansive Soil
14.	Secondary Development Of Subloading Yield Surface Modified Cam-clay Model In ABAQUS And Its Application
15.	Finite Element Analysis Of Deep Excavation Pit On The Bearing Behavior Of Uplift Piles Beneath The Basement
16.	The Numerical Simulation Research Of Soft Soil Ground Settlement During Long Term Under Repeated Loading
17.	Study On Influence Factors Of Deep Foundation Pit Deformation Of A Metro Station In Kunming Based On FLAC3D
18.	Investigation On The Induced Surface Settlements,Tunnel Interaction Mechanisms And Control Countermeasures During The Construction Of Two Parallel Shield Tunnels
19.	Research On The Triple-shear Unified Constitutive Model For Saturated Over-consolidated Clay And The Secondary Development For ABAQUS
20.	Study On The Elasto-plastic Damage Constitutive Model Of Xigeda Clay Rock And Its Application In Tunnel Engineering
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