Abstract
Finite element method of the influence evaluation of the percentage of fine particles of marine clay at the different depth variations to the total volumetric strain of the soft clay ground is determined by the Viet Nam standard TCVN 4196:2012; TCVN 4102:2012; TCVN 4197:2012; TCVN 4199:2012. Results show clearly the percentage of the fine clay particle and the total volumetric strain (ε) with depths. The minimum value of 12% and 0.00002617 at 19.3m depth; whereas the maximum value of 38% and 0.00002609 at 25.3m depth. Moreover, a consideration of the relationship between Internal friction angle, Cohesive force, Water content, Saturation, Porosity, Viscosity, and Plasticity index with depths. Results show remarkably the increasing of the depths as the variations of the percentage of fine particles of marine clay and cohesive force, viscosity, water content, and porosity; compared with the decrease of the plasticity and internal friction angle. It is easy to conclude that the total volumetric strain of the soft clay ground is a stable and safe state to use and design the building, construction, and reference of engineers, geologists, scientists, and so on in the future.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: Earth & Environmental Science Research & Reviews
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
