Abstract: It is well known that driven piles in clayey deposits typically undergo a time-dependent increase in capacity following initial installation due to “s...
Abstract: Nowadays, CPT-based methods are vastly employed for predicting the bearing capacity of offshore piles. Previous experiences have shown that the pile capacity is time-dependent (setup and relaxation). The time effect on pile-bearing capacity is extremely important and is missing in most CPT-bas...
Abstract: Driven-pile foundations are frequently used in industrial projects in southwest lowlands of Iran. Static pile load test to failure is the ultimate procedure available to examine the capacity of piles. Being expensive and time-consuming, the procedure is often submitted fo...
Abstract: Micropiles are mainly used to increase the bearing capacity and reduce the settlements particularly for strengthening the existing foundations. Frictional resistance between the surface of the pile&...
Abstract: Performing human made that lead to structures damages have occurred due to earthquakes and seismic load. Studying the existing structures and the methods of retrofitting has an important role in earthquake-prone countries. Nowadays, micropiles are commonly used in structures as a practical elem...
Abstract: This research is a bout the study of the behavior of inclined micropiles due to seismic loading. Analysis is done by using a dynamic finite element modeling. The soil media is assumed with Rayleigh damping and micropiles are modeled like elastic&...
Abstract: Due to inappropriate soil and shallow tunneling in urban area, tunnel excavation will face difficulties which one of the mostimportant issues is the settlement phenomenon and surface structures damage. Also, when establishing the ground strengthening system and li...
Abstract: Growthing developments in huge oil and gas extraction resources form one hand and strategic issues on the other hand leads to higher importance of south coasts of iran in&nbs...
Abstract: Most steel piles suffer from low ductility because of their non-compact cross sections. In this study, ductility of steel piles is improved through external radial stiffeners (ERS) placed in a radial pattern around&n...
