Evaluation of Performance of Two Piles Using Pressuremeter MethodSource: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 005Author:Roger Frank
,
Nicholas Kalteziotis
,
Michel Bustamante
,
Stavros Christoulas
,
Haralambos Zervogiannis
DOI: 10.1061/(ASCE)0733-9410(1991)117:5(695)Publisher: American Society of Civil Engineers
Abstract: This paper describes the results of two full‐scale pile tests, carefully instrumented by means of removable extensometers (one board and postgrouted pile and one simply bored pile, both 31.7 m long and approximately 0.70 m in diameter). The site, located at the Evripos Channel, Greece, involves difficult and heterogeneous soil and rock conditions. The results compare favorably with the Laboratoire Central des Ponts et Chaussées/SETRA recommendations for determining the bearing capacity of piles from Menard pressuremeter test (PMT) data. The settlements of the piles are also estimated, by means of PMT data (pressuremeter modulus), using a load‐transfer (
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| contributor author | Roger Frank | |
| contributor author | Nicholas Kalteziotis | |
| contributor author | Michel Bustamante | |
| contributor author | Stavros Christoulas | |
| contributor author | Haralambos Zervogiannis | |
| date accessioned | 2017-05-08T20:36:02Z | |
| date available | 2017-05-08T20:36:02Z | |
| date copyright | May 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9410%281991%29117%3A5%28695%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20802 | |
| description abstract | This paper describes the results of two full‐scale pile tests, carefully instrumented by means of removable extensometers (one board and postgrouted pile and one simply bored pile, both 31.7 m long and approximately 0.70 m in diameter). The site, located at the Evripos Channel, Greece, involves difficult and heterogeneous soil and rock conditions. The results compare favorably with the Laboratoire Central des Ponts et Chaussées/SETRA recommendations for determining the bearing capacity of piles from Menard pressuremeter test (PMT) data. The settlements of the piles are also estimated, by means of PMT data (pressuremeter modulus), using a load‐transfer ( | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of Performance of Two Piles Using Pressuremeter Method | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 5 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1991)117:5(695) | |
| tree | Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 005 | |
| contenttype | Fulltext |