Zobrazeno 1 - 10
of 54
pro vyhledávání: '"A. V. D. Bica"'
Autor:
Fellenius, Bengt H.1 Bengt@Fellenius.net
Publikováno v:
Journal of Geotechnical & Geoenvironmental Engineering. Jun2010, Vol. 136 Issue 6, p894-896. 3p. 5 Graphs.
Autor:
Bengt H. Fellenius
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 136:894-896
Publikováno v:
Geotechnical Testing Journal; March 1990, Vol. 13 Issue: 1 p1-67, 67p
Publikováno v:
Geotechnical Testing Journal; March 1990, Vol. 13 Issue: 1 p1-67, 67p
Publikováno v:
Geotechnical Testing Journal. 13:65
Autor:
A. V. D. Bica, P. M. V. Ferreira
Publikováno v:
Géotechnique. 56:445-454
This work shows that some soils with an intermediate behaviour between clays and sands do not have a unique compression line, as has also been pointed out by Martins et al. It has been shown here that a unique critical state line could not be determi
Publikováno v:
Géotechnique. 52:107-115
The paper examines the factors that affect the performance of tangential cells embedded in shotcrete tunnel linings. New data, derived from field monitoring, numerical modelling, and calibration tests carried out to simulate the embedment and crimpin
Publikováno v:
Quarterly Journal of Engineering Geology and Hydrogeology. 33:201-212
This paper reports the results of a series of pull-out tests performed on mini-piles in chalk. Also reported are load–displacement data for similar piles when used in a group, for anchoring large-diameter plate loading test equipment. A comparison
Autor:
A. V. D. Bica, L. A. Bressani, C. S. Covil, G. Pakes, A. Dawson, A. H. Harwood, W. Powrie, C. R. I. Clayton, J. Buchanan, T. J. P. Chapman, M. Preene
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 137:55-60
Autor:
A. V. D. Bica, C.R.I. Clayton
Publikováno v:
Géotechnique. 48:731-745
Laboratory-based 1–g experiments are described which model the embedded length of cantilever walls in sand, and in which the shear and normal stresses between the soil and the wall were measured, together with wall displacements, as the load on the