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Abstract

Researched the strength, deformation, sudden settlement by water of the surface soil layer. Discussed about the ground base on a structure model. Applied for planning, calculating design and foundation in the Vietnam National University - Hochiminh City at Thu Duc district. Carried out to test the basic geotechnical properties and the special tests such as in situ compression and oedometer tests with unsaturation and saturation; monitored deformation, and changes of cohesion, C (kgf/cm2), friction angl , φ (d gr ) in various conditions ith the time. Analysed the structure of soil under the microscope. Built the ground structure model base on the surveied data.

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Issue: Vol 16 No 2 (2013)
Page No.: 38-47
Published: Jun 30, 2013
Section: Sciences of Earth and Environment - Research article
DOI: https://doi.org/10.32508/stdj.v16i2.1430

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Creative Commons License

Copyright: The Authors. This is an open access article distributed under the terms of the Creative Commons Attribution License CC-BY 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

 How to Cite
Truong, H., Nguyen, X., & Bui, L. (2013). Characteristics of strength-deformation of loess-like deposits and ground structure in Vietnam National University-Ho Chi Minh city. Science and Technology Development Journal, 16(2), 38-47. https://doi.org/https://doi.org/10.32508/stdj.v16i2.1430


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