thanks for your kind attention, actually, the question is not real project, just a concept i want to clarify.
moreover,if in first priority just focus on traxial test. i think result can found from both types of triaxial test, but except the time & money concerning, would you mind telling me...
actually, that is design problem. i.e. if you design to construct a dam on clay soil, cd test or cu test would you like to carry out? why? since it may happens immediate settlement during construction period.
hello everyone, if an earth dam is to be constructed. The soil on the site is clay. The initial water level is at the ground surface. During the construction, the water level has to be lowered in a short time, so that construction can proceed. This condition is commonly known as “sudden...
hello everyone, if an earth dam is to be constructed. The soil on the site is clay. The initial water level is at the ground surface. During the construction, the water level has to be lowered in a short time, so that construction can proceed. This condition is commonly known as “sudden...
hello, does anyone can solve my problem. since the purpose of carrying out triaxial test is to simulate field condition as far as possible. then "in what situation, results from CD test for clay soil can be used in design?"
