Share

Full-scale Lateral Load Test of a 3x5 Pile Group in Sand

Download Full-scale Lateral Load Test of a 3x5 Pile Group in Sand PDF Online Free

Author :
Release : 2005
Genre : CD-ROMs
Kind : eBook
Book Rating : /5 ( reviews)

GET EBOOK


Book Synopsis Full-scale Lateral Load Test of a 3x5 Pile Group in Sand by : James Matthew Walsh

Download or read book Full-scale Lateral Load Test of a 3x5 Pile Group in Sand written by James Matthew Walsh. This book was released on 2005. Available in PDF, EPUB and Kindle. Book excerpt: The load resisted by the single pile was greater than the average load resisted by each pile in the pile group. While the loads resisted by the first row of piles (i.e. the only row deflected away from all other rows of piles) were approximately equal to that resisted by the single pile, following rows resisted increasingly less load up through the fourth row. The fifth row consistently resisted more than the fourth row. The pile group in sand resisted much higher loads than did the pile group in clay.

Full-scale Lateral-load Tests of a 3x5 Pile Group in Soft Clays and Silts

Download Full-scale Lateral-load Tests of a 3x5 Pile Group in Soft Clays and Silts PDF Online Free

Author :
Release : 2004
Genre : Electronic dissertations
Kind : eBook
Book Rating : /5 ( reviews)

GET EBOOK


Book Synopsis Full-scale Lateral-load Tests of a 3x5 Pile Group in Soft Clays and Silts by : Jeffrey L. Snyder

Download or read book Full-scale Lateral-load Tests of a 3x5 Pile Group in Soft Clays and Silts written by Jeffrey L. Snyder. This book was released on 2004. Available in PDF, EPUB and Kindle. Book excerpt: A series of static lateral load tests were conducted on a group of fifteen piles arranged in a 3x5 pattern. The piles were placed at a center-to-center spacing of 3.92 pile diameters. A single isolated pile was also tested for comparison to the group response. The subsurface profile consisted of cohesive layers of soft to medium consistency underlain by interbedded layers of sands and fine-grained soils. The piles were instrumented to measure pile-head deflection, rotation, and load, as well as strain versus pile depth.

A lateral load test of a full-scale pile group in sand

Download A lateral load test of a full-scale pile group in sand PDF Online Free

Author :
Release : 1986
Genre : Piling (Civil engineering)
Kind : eBook
Book Rating : /5 ( reviews)

GET EBOOK


Book Synopsis A lateral load test of a full-scale pile group in sand by : Clark Stephen Morrison

Download or read book A lateral load test of a full-scale pile group in sand written by Clark Stephen Morrison. This book was released on 1986. Available in PDF, EPUB and Kindle. Book excerpt:

Lateral Load Tests on Full-scale Pile Groups in Cohesive Soils

Download Lateral Load Tests on Full-scale Pile Groups in Cohesive Soils PDF Online Free

Author :
Release : 1973
Genre :
Kind : eBook
Book Rating : /5 ( reviews)

GET EBOOK


Book Synopsis Lateral Load Tests on Full-scale Pile Groups in Cohesive Soils by :

Download or read book Lateral Load Tests on Full-scale Pile Groups in Cohesive Soils written by . This book was released on 1973. Available in PDF, EPUB and Kindle. Book excerpt:

Full Scale Static Lateral Load Test of a 9 Pile Group in Sand

Download Full Scale Static Lateral Load Test of a 9 Pile Group in Sand PDF Online Free

Author :
Release : 2006
Genre : Electronic dissertations
Kind : eBook
Book Rating : /5 ( reviews)

GET EBOOK


Book Synopsis Full Scale Static Lateral Load Test of a 9 Pile Group in Sand by : Dustin Shaun Christensen

Download or read book Full Scale Static Lateral Load Test of a 9 Pile Group in Sand written by Dustin Shaun Christensen. This book was released on 2006. Available in PDF, EPUB and Kindle. Book excerpt: The test on the single pile was modeled using the computer program LPILE Plus version 4.0 (Reese et al., 2000). The soil profile was calibrated by alternating the input soil parameters until the curves matched between the measured and the calculated results. The new soil profile was then used to model the test on the pile group using GROUP version 4.0 (Reese and Wang, 1996). A match was made between the measured test results and those calculated using GROUP by defining p-multipliers for each of the rows. For Cycle 1 the p-multipliers were found to be 1.0, .55, and .5 for Row 1 through Row 3 respectively. For Cycle 10 the p-multipliers were found to be the same as those for Cycle 1.

You may also like...