Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Utepov, A."'
Autor:
Yelbek Bakhitovich Utepov, Aliya Kairatovna Aldungarova, Timoth Mkilima, Ignacio Menéndez Pidal, Assel Serikovna Tulebekova, Shyngys Zharassovich Zharassov, Assem Kairatovna Abisheva
Publikováno v:
Infrastructures; Volume 7; Issue 5; Pages: 65
This study investigated the potential influence of operating water levels and loading conditions on the slope stability of an embankment dam. Four different operating reservoir levels (normal, reduced, embankment height, and overflow) were considered
Autor:
E. B. Ten, Zh. O. Zhumadilova, D. K. Suleyev, Technology-MISIS, Moscow, Russia, Dr.Tech.sc., E. B. Utepov
Publikováno v:
NEWS of National Academy of Sciences of the Republic of Kazakhstan. 5:106-113
Autor:
Yelbek Utepov, Assel Tulebekova, Aliya Aldungarova, Timoth Mkilima, Shyngys Zharassov, Zhanbolat Shakhmov, Daniyar Bazarbayev, Temirkhan Tolkynbayev, Zhanar Kaliyeva
Publikováno v:
Infrastructures; Volume 7; Issue 12; Pages: 159
Concrete strength gain can be significantly affected by the initial characteristics of the raw materials. Unfortunately, information on the potential influence of the initial water pH on concrete strength gain is still scarce. In this study, the pote
Publikováno v:
Soil Mechanics and Foundation Engineering. 56:121-127
This paper presents estimations of bearing capacities of precast concrete joint piles at two construction sites in the regions of Port Prorva located in Western Kazakhstan. The capacities of the piles were predicted using the static pile load test da
Publikováno v:
International Journal of GEOMATE. 19
The application of bucketless bottom unloading rotor with oblique cutting knife type cutting elements on the earthmoving machine allows enhancing significantly its excavation quantities in the road construction compared with widely used machinery as
Publikováno v:
Soil Mechanics and Foundation Engineering. 50:92-96
Results of centrifuge testing of the interaction between pile modelsand a soil mass are cited. The results are analyzed and compared with computed bearing capacities of the piles and data derived from field tests.