cone penetration test - Globe Thesis

Keyword [cone penetration test] Result: 1 - 20 \| Page: 1 of 2
1.	Study On Cavity Expansion And Its Applications To Cone Penetration Test
2.	Reliability Analysis Of Bored Pile Foundation Based On The Random Field Of Geotechnical Parameters
3.	Study On Shaking And Jetting Reinforcement Technology In The Upstream Sand-Shell Slope Of Andi Dam In Linyi City, Shandong Province
4.	Study On Vertical Bearing Capacity Of Static Pressed Pile On Base Of Index Of Cone Penetration Test
5.	Research On The Application Of Cone Penetration Test In Offshore Geotechnical Engineering
6.	Research On Estimation Of Soil Liquefaction Under Fuzzy Mathematics
7.	Theoretical And Experimental Study On In-situ Test In Sand
8.	Application Research Of Cone Penetration Test In YellowRiver Deposit Plain Soil Of Zhengzhou
9.	The Application Of Cone Penetration Test In Bohai Offshore Platform Site Investigation
10.	Application Of The In-situ Test Method In The Tianjin Binhai New Area Excavation Engineering
11.	Study On The Evaluation Method Of The Interlocked-denseness Capacity Of Skeleton Of Asphalt Mixture Of Coarse Aggregate
12.	Research On The Application Of Cone Penetration Test In Liaoning Soft Soil Area
13.	The Determination Of Bearing Capacity Of Phc Single Pipe Pile In Tianjin Port South District
14.	Technical Performance Of Asphalt Cement And Evaluation Methods
15.	Study On The Uncertainties Of Geotechnical Parameters And Its Application
16.	Research On Settlement Characteristics And Calculation Of Immersed Tube Tunnel With Soft Foundation And High Siltation
17.	Study On Mechanical Characteristics Of Loess And Liquefaction Discrimination Methods For Widespread Fines-Containing Soils
18.	Laboratory Simulation Experiment On Deterioration Of Cement-stabilized Soil In Seawater Environment
19.	Research The Survey Technology And The Correlation Of Soil Indexes On The Soft Soil Ground In The Area Of Inland Rivers And Lakes
20.	Research And Application On The Estimation Of Sinking-pile Resistance By The Data Derived From Situ Testing Of Soft Soil In Tianjin Area
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