Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Ha T. V. Pham"'
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a143f68c0d182a3e80126ee62005b840
https://doi.org/10.1061/(asce)cf.1943-5509.0000010
https://doi.org/10.1061/(asce)cf.1943-5509.0000010
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::36da1ff9b4c7a56c099c67f59fea73c4
https://doi.org/10.1061/(asce)1090-0241(2007)133:12(1503)
https://doi.org/10.1061/(asce)1090-0241(2007)133:12(1503)
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa7773152025f6e2aed77b282dcac39a
https://doi.org/10.1061/(asce)1090-0241(2007)133:12(1512)
https://doi.org/10.1061/(asce)1090-0241(2007)133:12(1512)
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0680fda05e73da1c36e3c2c70e0f7a60
https://doi.org/10.1061/40744(154)52
https://doi.org/10.1061/40744(154)52