東華大學圖書館 |

Language: English

Help

回圖書館首頁

手機版館藏查詢

Back

Switch To: Labeled | MARC Mode | ISBD

Influencia de la rigidez a la flexio...

Fernandez Valdez, Sixto F.

Linked to FindBook

Google Book

Amazon

博客來

Influencia de la rigidez a la flexion del pilote sobre las curvas P-Y de suelos arenosos.

Record Type:	Language materials, printed : Monograph/item
Title/Author:	Influencia de la rigidez a la flexion del pilote sobre las curvas P-Y de suelos arenosos./
Author:	Fernandez Valdez, Sixto F.
Description:	196 p.
Notes:	Source: Masters Abstracts International, Volume: 48-04, page: 2370.
Contained By:	Masters Abstracts International48-04.
Subject:	Geotechnology. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1481896
ISBN:	9781109686586

Influencia de la rigidez a la flexion del pilote sobre las curvas P-Y de suelos arenosos.
Fernandez Valdez, Sixto F.

Influencia de la rigidez a la flexion del pilote sobre las curvas P-Y de suelos arenosos. - 196 p.

Source: Masters Abstracts International, Volume: 48-04, page: 2370.

Thesis (M.S.)--University of Puerto Rico, Mayaguez (Puerto Rico), 2010.

The laterally loaded pile problem involves a fourth order differential equation, where a complex relationship between the lateral deflections of the pile and the reactions generated by the surrounding soil take place. A common method of solution for this problem is by using numerical methods like the finite difference technique, where the soil reactions are modeled using springs with non-linear constitutive relationships denominated p-y curves. Conventional Geotechnical practice usually use empirical p-y curves published in the literature. In all these empirical p-y curves, the soil reaction is related to the soil properties, stress levels, and the pile width. In other words, according to these p-y curves the soil reactions are not dependent on pile properties like pile cross sectional shape and flexural stiffness (EI). The flexural stiffness (EI) affects directly the deflected shape of the pile and the shape and extension of the failure zone of the soil around the pile. The principal objective of this thesis is to evaluate the influence of the pile flexural stiffness on the reactions that are generated on the soil. Specifically, an analytical study of the influence of the pile flexural stiffness on the reactions that are generated on the soil using the SWM software base con the Strain Wedge model was carried out. A parametric study and also an analysis of 3 lateral load test of the Hampton, Virginia case history were carried. In both components of this thesis only sandy soils without cohesion were considered. The results of this study demonstrate that the pile flexural stiffness is an important pile property that influences the soil reactions. It was found that the pile flexural stiffness influence mainly the reactions generated in medium dense to dense sandy soils.

ISBN: 9781109686586Subjects--Topical Terms:

1018558
Geotechnology.

Influencia de la rigidez a la flexion del pilote sobre las curvas P-Y de suelos arenosos.
LDR:02724nam 2200289 4500 001 1393208
005 20110311132632.5
008 130515s2010 ||||||||||||||||| ||spa d
020 $a 9781109686586
035 $a (UMI)AAI1481896
035 $a AAI1481896
040 $a UMI $c UMI
100 1 $a Fernandez Valdez, Sixto F. $3 1671708
245 1 0 $a Influencia de la rigidez a la flexion del pilote sobre las curvas P-Y de suelos arenosos.
300 $a 196 p.
500 $a Source: Masters Abstracts International, Volume: 48-04, page: 2370.
500 $a Adviser: Miguel A. Pando.
502 $a Thesis (M.S.)--University of Puerto Rico, Mayaguez (Puerto Rico), 2010.
520 $a The laterally loaded pile problem involves a fourth order differential equation, where a complex relationship between the lateral deflections of the pile and the reactions generated by the surrounding soil take place. A common method of solution for this problem is by using numerical methods like the finite difference technique, where the soil reactions are modeled using springs with non-linear constitutive relationships denominated p-y curves. Conventional Geotechnical practice usually use empirical p-y curves published in the literature. In all these empirical p-y curves, the soil reaction is related to the soil properties, stress levels, and the pile width. In other words, according to these p-y curves the soil reactions are not dependent on pile properties like pile cross sectional shape and flexural stiffness (EI). The flexural stiffness (EI) affects directly the deflected shape of the pile and the shape and extension of the failure zone of the soil around the pile. The principal objective of this thesis is to evaluate the influence of the pile flexural stiffness on the reactions that are generated on the soil. Specifically, an analytical study of the influence of the pile flexural stiffness on the reactions that are generated on the soil using the SWM software base con the Strain Wedge model was carried out. A parametric study and also an analysis of 3 lateral load test of the Hampton, Virginia case history were carried. In both components of this thesis only sandy soils without cohesion were considered. The results of this study demonstrate that the pile flexural stiffness is an important pile property that influences the soil reactions. It was found that the pile flexural stiffness influence mainly the reactions generated in medium dense to dense sandy soils.
590 $a School code: 0553.
650 4 $a Geotechnology. $3 1018558
650 4 $a Engineering, Civil. $3 783781
690 $a 0428
690 $a 0543
710 2 $a University of Puerto Rico, Mayaguez (Puerto Rico). $3 1017811
773 0 $t Masters Abstracts International $g 48-04.
790 1 0 $a Pando, Miguel A., $e advisor
790 $a 0553
791 $a M.S.
792 $a 2010
793 $a Spanish
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1481896