Zobrazeno 1 - 10
of 31
pro vyhledávání: '"B. V. Bakholdin"'
Publikováno v:
Soil Mechanics and Foundation Engineering. 56:1-6
We present the results of full-scale tests of barretes in the area of future building of a 56-storey residential building in Moscow. These tests were performed with an aim to determine admissible loads caused by the action of soil upon the barretes.
Publikováno v:
Soil Mechanics and Foundation Engineering. 54:97-101
This paper investigates the increase in bearing capacity of a pile immersed in clay soils. It is shown for nonsaturated soils that such growth is mainly caused by capillary shrinkage during pile driving, followed by expansion of soils exposed to atmo
Publikováno v:
Soil Mechanics and Foundation Engineering. 54:1-6
Particular cases of the soil creep equation can be obtained based on the probabilistic rheological model of the soil. It has been shown that time functions can be damped, sensitive or of low sensitivity to loads. Depending on the soil's properties an
Autor:
B. V. Bakholdin, E. V. Trufanova
Publikováno v:
Soil Mechanics and Foundation Engineering. 47:215-224
A procedure for the analysis of piles subject to horizontal loads using standard strength and deformation characteristics of the soils is proposed on the basis of results of experimental investigations.
Publikováno v:
Soil Mechanics and Foundation Engineering. 46:39-44
Results are presented for experimental studies of the stress-strain state of soils in the beds of precast piles during their installation, and as they receive static loads. Laws governing phenomena that occur in the soils, which define the settlement
Publikováno v:
Soil Mechanics and Foundation Engineering. 44:199-204
Recommendations for consideration (usually not previously brought to attention) of characteristic features of the resistance of large-diameter cast-in-place piles during their loading, which is important in analyzing their settlements, are provided o
Autor:
B. V. Bakholdin, A. V. Dranitsyn
Publikováno v:
Soil Mechanics and Foundation Engineering. 44:18-23
Data derived from investigations of the development of a dynamic method of monitoring the bearing capacity of cast-in-place piles are presented. It is demonstrated that according to results of dynamic tests of cast-in-place piles based on refusal, it
Autor:
B. V. Bakholdin, P. I. Yastrebov
Publikováno v:
Soil Mechanics and Foundation Engineering. 41:4-8
The possibility of determining strength and deformation characteristics of soils under field conditions using rod plates is discussed. The mutual relationship between these characteristics is established from results of deep impression of these rods.
Autor:
B. V. Bakholdin
Publikováno v:
Soil Mechanics and Foundation Engineering. 40:185-189
Publikováno v:
Soil Mechanics and Foundation Engineering. 36:212-216
Experience is described for the installation of protective walls formed from piles injected into predrilled holes to prevent the settlement of existing buildings in cases where the shielded driving of large-diameter utility pipelines is conducted nea