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THE TECHNICAL MODEL TESTS OF SOIL PRESSURES APPLYING ON RETAINING WALLS

Pham Tuong Hoi 1
Volume & Issue: Vol. 3 No. 7&8 (2000) | Page No.: 78-88 | DOI: 10.32508/stdj.v3i7&8.3584
Published: 2000-08-31

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Copyright The Author(s) 2023. This article is published with open access by Vietnam National University, Ho Chi Minh city, Vietnam. This article is distributed under the terms of the Creative Commons Attribution License (CC-BY 4.0) which permits any use, distribution, and reproduction in any medium, provided the original author(s) and the source are credited. 

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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