caa a22 4500 47711427X CHVBK 20180405111618.0 cr unu---uuuuu 170330e19960901xx s 000 0 eng 10.1007/BF02354243 doi (NATIONALLICENCE)springer-10.1007/BF02354243 Vertically loaded foundations in tamped trenches and calculation of their bearing capacity [Elektronische Daten] [A. Gotman, G. Mitkina, Yu. Shemenkov] The interaction between foundations in tamped trenches (FTT) and the soil bed are investigated experimentally and theoretically. The relationship between the resistance of the FTT and volume of tamped-in crushed stone, the strength of the soil bed, and the dimensions of the tamper is established. Principles for assignment of the limiting settlement for which the limiting resistance of the foundation is determined from the results of static tests are indicated. A procedure is proposed for determination of the bearing capacity of FTT from static-penetration data. Plenum Publishing Corporation, 1997 Gotman A. aut Mitkina G. aut Shemenkov Yu aut Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/5(1996-09-01), 174-179 0038-0741 33:5<174 1996 33 11204 https://doi.org/10.1007/BF02354243 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02354243 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Gotman A. aut NATIONALLICENCE 700 1- Mitkina G. aut NATIONALLICENCE 700 1- Shemenkov Yu aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/5(1996-09-01), 174-179 0038-0741 33:5<174 1996 33 11204 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer