Chapter
Apr 26, 2012
Theoretical Analysis and Research on Soil Disturbance by Sampling Penetration in Soft Soil Area
Authors: Yue-dong Wu [email protected], Wei Xie [email protected], and Wen-rong ZuoAuthor Affiliations
Publication: Instrumentation, Testing, and Modeling of Soil and Rock Behavior
Abstract
Based on the character of soil semi-infinite space when sampling penetration, the disturbance effects caused by sampling penetration, the strain formula which was provided by the deformation and strain formulas of spherical cavity expansion was derived in this paper, and which was compared with the results of Baligh and numerical Simulation by ABAQUS, verified the rationality of the solution. By calculating and analyzing the paper got the conclusion that the impact factors of the disturbance and the law of soil deformation were reasonable when sampler penetrated into soil in soft soil area.
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Information
Published In
Instrumentation, Testing, and Modeling of Soil and Rock Behavior
Pages: 280 - 288
Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Cavitation
- Continuum mechanics
- Deformation (mechanics)
- Engineering fundamentals
- Engineering mechanics
- Fluid dynamics
- Fluid mechanics
- Geomechanics
- Geotechnical engineering
- Geotechnical investigation
- Hydrologic engineering
- Material mechanics
- Materials engineering
- Models (by type)
- Numerical models
- Penetration tests
- Soft soils
- Soil analysis
- Soil deformation
- Soil mechanics
- Soil properties
- Soil stress
- Soils (by type)
- Solid mechanics
- Strain
- Structural mechanics
- Water and water resources
Authors
Affiliations
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098.E-mail: [email protected]
Geotechnical Research Institute, Hohai University, Nanjing 21098.E-mail: [email protected]
Wen-rong Zuo
Geotechnical Research Institute, Hohai University, Nanjing 21098
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