... zhussupbekov macedonian association geotechnic isrm jovan br yenkebayev kazakhstan government foundation symposium lukpanov asia government omarov construction astana requirement uae government geotechnic engineering conference tanyrbergenova settlement geotechnical...

... (7 to 12m) and having diameter of 60 cm has been studied. Forces and settlements for the zero and final iteration are presented in tables, as well as the bending moment for the zero iteration, determined using a difference method. Some possible development directions of such models have been...

... test (PMT) was conducted both according to componential and cumulative bearing capacities. Since it is not possible to strictly conduct DLT and PMT for the same settlement level. Although it is not possible to directly compare the bearing capacity, the comparison was performed taking into account...

... restoration, cracking on walls and signs of foundation settlements started to appear. There were two reasons of settlements: collapse of loess soil due to increased water content, and vertical movement of the soil in the vicinity of old tunnels in the foot of the hill. In 2008 a remediation of foundation soil...