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Abstract
The full-scale field tests of constructions give exact results. However in some cases it can't be done because it depends on the weather, money, and time... in those cases it can be substituted by small- scale model tests. By qualitative results, it can give the distribution of applying pressures, the forms of failures, displacements, and deformations of construction. With those results, we can establish the theories of calculation for actual structures.
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Article Details
Issue: Vol 3 No 7&8 (2000)
Page No.: 78-88
Published: Aug 31, 2000
Section: Article
DOI: https://doi.org/10.32508/stdj.v3i7&8.3584
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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
Tuong Hoi, P. (2000). THE TECHNICAL MODEL TESTS OF SOIL PRESSURES APPLYING ON RETAINING WALLS. VNUHCM Journal of Science and Technology Development, 3(7&8), 78-88. https://doi.org/https://doi.org/10.32508/stdj.v3i7&8.3584
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