The paper deals with the results of the exper1mental studies performed by the author on the foundations 0.5, 2.4 and 25 sq. m in area under periodical, Pulse and random dynamic loads. Some formulas are given to determine dynamic characteristics of soils. Methods and devices for field dynamic tests of soils are described. The results of the proposed relationship check are given
The dynamic tests results of bearing capacity of bases disposed of foundation on the tampered out tr...
This paper presents the results of comparison of the computed and observed response of two block fou...
This communication proposes a count mode of a rigid foundation massif frequencies, relaxing on a hom...
The paper presents departures that have to be made in the conduct of block vibration tests from the ...
This paper presents a new method that predicts the vibrational effects on existing soil, building an...
Thesis (M.Sc.)-University of Natal, Durban, 2002.The lack of methods for rigorous dynamic analysis o...
The purpose of this paper is experimentally to estimate the equivalent spring and dampingconstants o...
"December 1, 1954.""Reprinted from Symposium on Dynamic Testing of Soils Special Technical Publicati...
The parameters needed for the design of machine foundations are usually evaluated from the model blo...
Detailed vibration measurements were undertaken at eight block type machine foundations with differe...
Detailed vibration measurements were undertaken at eight block type machine foundations with differe...
Detailed vibration measurements were undertaken at eight block type machine foundations with differe...
This paper presents the results of comparison of the computed and observed response of two block fou...
This article presents the results of a study on the random variability influence of soil deformation...
This communication proposes a count mode of a rigid foundation massif frequencies, relaxing on a hom...
The dynamic tests results of bearing capacity of bases disposed of foundation on the tampered out tr...
This paper presents the results of comparison of the computed and observed response of two block fou...
This communication proposes a count mode of a rigid foundation massif frequencies, relaxing on a hom...
The paper presents departures that have to be made in the conduct of block vibration tests from the ...
This paper presents a new method that predicts the vibrational effects on existing soil, building an...
Thesis (M.Sc.)-University of Natal, Durban, 2002.The lack of methods for rigorous dynamic analysis o...
The purpose of this paper is experimentally to estimate the equivalent spring and dampingconstants o...
"December 1, 1954.""Reprinted from Symposium on Dynamic Testing of Soils Special Technical Publicati...
The parameters needed for the design of machine foundations are usually evaluated from the model blo...
Detailed vibration measurements were undertaken at eight block type machine foundations with differe...
Detailed vibration measurements were undertaken at eight block type machine foundations with differe...
Detailed vibration measurements were undertaken at eight block type machine foundations with differe...
This paper presents the results of comparison of the computed and observed response of two block fou...
This article presents the results of a study on the random variability influence of soil deformation...
This communication proposes a count mode of a rigid foundation massif frequencies, relaxing on a hom...
The dynamic tests results of bearing capacity of bases disposed of foundation on the tampered out tr...
This paper presents the results of comparison of the computed and observed response of two block fou...
This communication proposes a count mode of a rigid foundation massif frequencies, relaxing on a hom...