Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Ha T. V. Pham"'
Autor:
Stuedlein, Armin W.1 armin.stuedlein@oregonstate.edu
Publikováno v:
Journal of Performance of Constructed Facilities. Jun2010, Vol. 24 Issue 3, p289-292. 4p. 1 Chart, 3 Graphs.
Autor:
Blackburn, J. Tanner1 jtblackburn@haywardbaker.com
Publikováno v:
Journal of Geotechnical & Geoenvironmental Engineering. Mar2009, Vol. 135 Issue 3, p460-462. 3p. 1 Diagram, 2 Graphs.
Autor:
Armin W. Stuedlein
Publikováno v:
Journal of Performance of Constructed Facilities. 24:289-292
Autor:
Blackburn, J. Tanner1 jtblackburn@haywardbaker.com
Publikováno v:
Journal of Geotechnical & Geoenvironmental Engineering. Mar2009, Vol. 135 Issue 3, p459-460. 2p. 1 Graph.
Autor:
J. Tanner Blackburn
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 135:460-462
Autor:
J. Tanner Blackburn
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 135:459-460
Publikováno v:
Journal of Performance of Constructed Facilities. 23:244-250
The use of rammed aggregate pier (RAP) foundations for support of retaining walls and earth fill embankments has increased in recent years to become a geotechnical solution for rapid construction of earth structures in soft ground conditions. A nomin
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 133:1503-1511
This paper is the first of a two-part series investigating the mechanical behavior of rammed aggregate pier (RAP) groups supporting isolated rigid footings. The first paper presents the experimental test results from instrumented load tests performed
Autor:
Ha T. V. Pham, David White
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 133:1512-1521
This paper is the second of a two-part series describing an investigation of the mechanical behavior of rammed aggregate piers in supporting rigid square footings. In this paper, the performances of two pier-supported footings and three isolated pier
Publikováno v:
Geotechnical Engineering for Transportation Projects.
This paper presents results from numerical study to investigate the interactions between rammed aggregate piers and geosynthetic reinforcement in pier-supported embankments. The investigation was conducted using a two-dimensional, plane-strain, finit