Zobrazeno 1 - 10
of 16
pro vyhledávání: '"D E Pol'shin"'
Publikováno v:
Soil Mechanics and Foundation Engineering. 15:340-344
1. The results presented characterize the fundamental difference of stresses in the base under a round and an extended (rectangular) foundation: increased stresses under the ends and edges of a rectangular foundation, greater compression of the soil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f550614f1b0ae27ce4891859e162bb24
https://doi.org/10.1007/bf02110459
https://doi.org/10.1007/bf02110459
Publikováno v:
Soil Mechanics and Foundation Engineering. 14:402-406
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c92d5e4fd50cd4c467e802c45163c3be
https://doi.org/10.1007/bf02092237
https://doi.org/10.1007/bf02092237
Publikováno v:
Soil Mechanics and Foundation Engineering. 18:146-151
1. In designing natural foundation beds with layers of weak clayey soils, the final settlements of the foundations and the settlements with time can be computed using the theories of elasticity and seepage consolidation in accordance with the method
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4dc373dd7e0bec93d3ae6caa28cc5943
https://doi.org/10.1007/bf01711606
https://doi.org/10.1007/bf01711606
Autor:
V. I. Ostrov, D. E. Pol'shin
Publikováno v:
Soil Mechanics and Foundation Engineering. 6:70-75
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3bceb799470ca967f57f651ca97529da
https://doi.org/10.1007/bf01704012
https://doi.org/10.1007/bf01704012
Publikováno v:
Soil Mechanics and Foundation Engineering. 8:146-151
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3125129d376213063ab471ac63d31070
https://doi.org/10.1007/bf01733863
https://doi.org/10.1007/bf01733863
Autor:
D. E. Pol'shin
Publikováno v:
Soil Mechanics and Foundation Engineering. 4:228-231
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::796b77b60f20128bf081880ddca33ec6
https://doi.org/10.1007/bf01744951
https://doi.org/10.1007/bf01744951
Publikováno v:
Soil Mechanics and Foundation Engineering. 5:223-226
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95aab40aa5a7e33dc32a766c46a539dc
https://doi.org/10.1007/bf01703784
https://doi.org/10.1007/bf01703784
Autor:
D. E. Pol'shin, Yu. M. Meshcheryakov
Publikováno v:
Soil Mechanics and Foundation Engineering. 5:362-366
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f459102d247b0691ed643ef45aa39339
https://doi.org/10.1007/bf01703986
https://doi.org/10.1007/bf01703986
Publikováno v:
Soil Mechanics and Foundation Engineering. 7:142-150
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dfc675282de7f586703468e871a06afe
https://doi.org/10.1007/bf01702682
https://doi.org/10.1007/bf01702682
Publikováno v:
Soil Mechanics and Foundation Engineering. 7:374-378
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f26537cdb087e02093637f2c434e7842
https://doi.org/10.1007/bf01704125
https://doi.org/10.1007/bf01704125