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 in Cohesive Soils
Lateral Load Tests on Full-scale Pile Groups in Cohesive Soils
Cyclic Lateral Load Testing and Analysis of Full-scale Pile Groups in Clay
Author: Brian H. Garrett
Publisher:
ISBN:
Category : Lateral loads
Languages : en
Pages : 130
Book Description
Publisher:
ISBN:
Category : Lateral loads
Languages : en
Pages : 130
Book Description
A lateral load test of a full-scale pile group in sand
Author: Clark Stephen Morrison
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 600
Book Description
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 600
Book Description
Full-scale Lateral Load Test of a 3x5 Pile Group in Sand
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.
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
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.
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
Author: Kris T. Peterson
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 223
Book Description
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
Author: S. Robert Johnson
Publisher:
ISBN:
Category : Lateral loads
Languages : en
Pages : 175
Book Description
Publisher:
ISBN:
Category : Lateral loads
Languages : en
Pages : 175
Book Description
Single Piles and Pile Groups Under Lateral Loading
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
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