Hong Won-pyo: Soil Shear Strength Theory

The field of earth testing has developed tests and tests that can improve the contradictions and flaws that are currently in use. The biggest problem that has been discussed so far is the effect of the heavy stress between minimum and maximum stress and the correct re-replicating of the main stress rotation. The classic desiccatation order, such as the Morr-Coulone Breaker, the next #Sca-Sun and the Kwazes-Sacun, said that the critical reductions did not affect the intensity of destruction. However, recently it was found that the critical stress had a profound effect on the destruction of the corpse. Already, the code for the code has a critical stress factor. Moreover, the development of tri-axis testers that can be used to display the effects of heavy resilience is a test that will enable the use of cubed synthral bodies and the independent control of each of the three main stresss. The book then introduced a 3-axis test that was already developed, and described the results of the multiple testings. In other words, using a triangulation test using a cylindered body, using an cubed ball, to overcome the limitations of using a three-axis test, we could treat only the fulcrum state with freedom to the point where the flat-sized state is called the stress state. But the direction of the stress was that it kept its existing imperfections. In the traditional triangulation test, using a cubed corpse, whether it be used or not, the constant fixation of the stress direction from the beginning to the end of the test is pointed out to be different from the conditions at the scene.

Korean title: 흙의 전단강도론

Korean author: 홍원표

Korean publisher: 씨아이알

ISBN-13: 9791168560598