Zobrazeno 1 - 10
of 14
pro vyhledávání: '"A. Zh. Zhusupbekov"'
Publikováno v:
Soil Mechanics and Foundation Engineering. 59:51-56
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::61a81c40548e76a84c3ccd1b88456f48
https://doi.org/10.1007/s11204-022-09783-x
https://doi.org/10.1007/s11204-022-09783-x
Autor:
A. T. Mukhamedzhanova, E. S. Utenov, A. Zh. Zhusupbekov, K. A. Abdrakhmanova, Gulzhanat Tanyrbergenova
Publikováno v:
Soil Mechanics and Foundation Engineering. 56:239-245
We analyze the existing methods aimed at the evaluation of settlements of the buildings and structures and propose a modulus-free method for the evaluation of settlements of the foundations, which enables us to take into account local variations of t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6d4352c6ff43f66b5adc9c7af781e56
https://doi.org/10.1007/s11204-019-09597-4
https://doi.org/10.1007/s11204-019-09597-4
Publikováno v:
Soil Mechanics and Foundation Engineering. 54:17-23
The paper presents the results of an integrated investigation of the interaction of adjacent foundations with the subsoil. A method is proposed for analyzing the settlement of adjacent foundations that arise as a result of their interaction. Comparis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::72b2ff7882f1fdb1463f3781328960c8
https://doi.org/10.1007/s11204-017-9427-7
https://doi.org/10.1007/s11204-017-9427-7
Publikováno v:
Soil Mechanics and Foundation Engineering. 53:251-256
Results of static pile tests using the static cycling quick-load test (SCQLT) and Osterberg (O-Cell) methods are presented.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d6275b3621eb2dc338ef9c829728080c
https://doi.org/10.1007/s11204-016-9394-4
https://doi.org/10.1007/s11204-016-9394-4
Autor:
Gyulnara Zhukenova, A. Zh. Zhusupbekov, Gulzhanat Tanyrbergenova, Abdulla Omarov, R. E. Lukpanov
Publikováno v:
PNRPU Construction and Architecture Bulletin. 7:131-138
The article presents the results of the analysis of the effect of vibration exposure pile driving on the existing foundations of a functioning oil and gas complex located in Tengiz city. The aim of the tests (vibration monitoring) was to determine th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f4e4865bf581b854753bb5df87f1d98a
https://doi.org/10.15593/2224-9826/2016.1.08
https://doi.org/10.15593/2224-9826/2016.1.08
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 775:012130
The analysis of soil and groundwater chemical composition in Kazakhstan has showed that they contain soluble salts of various concentrations. Therefore, one of the problematic tasks in constructing pile foundations on seasonally frozen soils with agg
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e16e7398dea26684fdc5adcf15d07d1
https://doi.org/10.1088/1757-899x/775/1/012130
https://doi.org/10.1088/1757-899x/775/1/012130
Publikováno v:
Soil Mechanics and Foundation Engineering. 51:100-104
Recommendations are cited for determination of the bearing capacity of precast piles based on data derived from dynamic penetration of soils.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04cda892dbc103b27f019a504ecddc4b
https://doi.org/10.1007/s11204-014-9261-0
https://doi.org/10.1007/s11204-014-9261-0
Publikováno v:
Soil Mechanics and Foundation Engineering. 49:99-104
Determination of the compression modulus E of the soil in the bed of large-dimension foundations is examined in examples of high-rise buildings on a pile base in Astana.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d8759ad60fe1d859bcd6ac9424723c5a
https://doi.org/10.1007/s11204-012-9174-8
https://doi.org/10.1007/s11204-012-9174-8
Autor:
A. S. Zhakulin, A. Zh. Zhusupbekov
Publikováno v:
Soil Mechanics and Foundation Engineering. 43:8-12
The axisymmetric mixed problem of the theory of elasticity and plasticity for description of the initial stress-strain state around a single pile in a saturated bed is solved with consideration given to pore pressure. The bearing capacity of a single
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a46d63336540a3d6ce7028253ec5e92
https://doi.org/10.1007/s11204-006-0015-5
https://doi.org/10.1007/s11204-006-0015-5
Autor:
B. A. Bazarov, A. Zh. Zhusupbekov
Publikováno v:
Soil Mechanics and Foundation Engineering. 33:169-173
Numerical analysis by the finite-element method and model and field investigations have confirmed the effectiveness of conical foundations in combination with a ball bed as compared with columnar foundations of buildings at underworked sites.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d68f5423b73f4da0d6c88a457d5b59f2
https://doi.org/10.1007/bf02354242
https://doi.org/10.1007/bf02354242