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

Lateral Load Tests on Full-scale Pile Groups in Cohesive Soils PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 398

Book Description


Lateral Load Tests on Full-scale Pile Groups

Lateral Load Tests on Full-scale Pile Groups PDF Author: Jai B. Kim
Publisher:
ISBN:
Category :
Languages : en
Pages : 28

Book Description


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

Lateral Load Tests on Full-scale Pile Groups in Cohesive Soils PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 398

Book Description


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

Lateral Load Tests on Full-scale Pile Groups in Cohesive Soils PDF Author: Jai B. Kim
Publisher:
ISBN:
Category :
Languages : en
Pages : 163

Book Description


Cyclic Lateral Load Testing and Analysis of Full-scale Pile Groups in Clay

Cyclic Lateral Load Testing and Analysis of Full-scale Pile Groups in Clay PDF Author: Brian H. Garrett
Publisher:
ISBN:
Category : Lateral loads
Languages : en
Pages : 130

Book Description


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

A lateral load test of a full-scale pile group in sand PDF Author: Clark Stephen Morrison
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 600

Book Description


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

Full-scale Lateral Load Test of a 3x5 Pile Group in Sand PDF Author: James Matthew Walsh
Publisher:
ISBN:
Category : CD-ROMs
Languages : en
Pages : 166

Book Description
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

Full-scale Lateral-load Tests of a 3x5 Pile Group in Soft Clays and Silts PDF Author: Jeffrey L. Snyder
Publisher:
ISBN:
Category : Electronic dissertations
Languages : en
Pages : 220

Book Description
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.

Static and Dynamic Lateral Load Testing of a Full-scale Pile Group in Clay

Static and Dynamic Lateral Load Testing of a Full-scale Pile Group in Clay PDF Author: Kris T. Peterson
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 223

Book Description


Static Lateral Load Testing of a Full-scale Pile Group Spaced at 5.65 Pile Diameters

Static Lateral Load Testing of a Full-scale Pile Group Spaced at 5.65 Pile Diameters PDF Author: S. Robert Johnson
Publisher:
ISBN:
Category : Lateral loads
Languages : en
Pages : 175

Book Description


Single Piles and Pile Groups Under Lateral Loading

Single Piles and Pile Groups Under Lateral Loading PDF Author: Lymon C. Reese
Publisher: CRC Press
ISBN: 1439894302
Category : Technology & Engineering
Languages : en
Pages : 529

Book Description
The complexities of designing piles for lateral loads are manifold as there are many forces that are critical to the design of big structures such as bridges, offshore and waterfront structures and retaining walls. The loads on structures should be supported either horizontally or laterally or in both directions and most structures have in common t