Author: S. Robert JohnsonPublisher:
ISBN:
Category : Lateral loads
Languages : en
Pages : 175
Book Description
Static Lateral Load Testing of a Full-scale Pile Group Spaced at 5.65 Pile Diameters
Author: S. Robert JohnsonPublisher:
ISBN:
Category : Lateral loads
Languages : en
Pages : 175
Book Description
Full-scale Lateral Load Test of a Pile Group Spaced at 5.6 Diameters in Clay
Author: Derek H. JensonPublisher:
ISBN:
Category : Lateral loads
Languages : en
Pages : 125
Book Description
Static and Dynamic Lateral Load Testing of a Full-scale Pile Group in Clay
Author: Kris T. PetersonPublisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 223
Book Description
Response, Analysis, and Design of Pile Groups Subjected to Static & Dynamic Lateral Loads
Author: Kyle M. RollinsPublisher:
ISBN:
Category : Lateral loads
Languages : en
Pages : 416
Book Description
Lateral Load Tests on Full-scale Pile Groups in Cohesive Soils
Author: Static and Cyclic Lateral Load Testing of a Full-scale Pile Group During Blast-induced Liquefaction
Author: J. Dusty LanePublisher:
ISBN:
Category : Blast effect
Languages : en
Pages : 346
Book Description
Full-scale Lateral-load Tests of a 3x5 Pile Group in Soft Clays and Silts
Author: Jeffrey L. SnyderPublisher:
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.
Full Scale Static Lateral Load Test of a 9 Pile Group in Sand
Author: Dustin Shaun ChristensenPublisher:
ISBN:
Category : Electronic dissertations
Languages : en
Pages : 166
Book Description
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.
Testing and Analysis of a Full-scale Pile Group Under Static and Dynamic Lateral Loads
Author: Ryan J. OlsenPublisher:
ISBN:
Category : Lateral loads
Languages : en
Pages : 133
Book Description
Cyclic Lateral Load Testing and Analysis of Full-scale Pile Groups in Clay
Author: Brian H. GarrettPublisher:
ISBN:
Category : Lateral loads
Languages : en
Pages : 130
Book Description