Author: Jeffrey A. FrantzenPublisher:
ISBN:
Category :
Languages : en
Pages : 146
Book Description
The Behavior of Laterally Loaded Piles in Loess
Author: Jeffrey A. FrantzenResponse of Piles in Loess to Lateral Loads
Author: Karen A. ClowersPublisher:
ISBN:
Category : Loess
Languages : en
Pages : 88
Book Description
Soil Behavior Around Laterally Loaded Piles
Author: H. L. GillPublisher:
ISBN:
Category :
Languages : en
Pages : 66
Book Description
Field tests were performed to study the horizontal load-displacement characteristics of natural soil deposits and to associate these characteristics with the behavior of laterally loaded piles. The ultimate objective of the tests was to acquire information essential for the design of laterally loaded soil-supported structures. Three soil conditions were considered: (1) bay mud with a desiccated crust in its natural dry state, (2) bay mud submerged within the area of testing, and (3) a hydraulic fill of granular material classified as SP by the unified soil classification system. Segmental pile tests were performed with three sizes of laterally loaded segments and at various depths below ground surface in the bay mud. (Similar tests in the hydraulic fill were covered in a previous NCEL report.) Lateral load tests on full-scale piles from 4 to 16 inches in diameter were performed at each test site. Theoretical information, available soil data, and results of the segmental pile tests were compared and combined to establish representative lateral load-displacement relationships for the soil at any depth at the three sites by using rectangular hyperbolas. Theoretical predictions of the response of laterally loaded piles were made using these relationships, and the results were compared with data obtained during the lateral load tests on piles. Experimental data and theoretical predictions compared favorably. (Author).
Behavior of Laterally Loaded Piles in Cohesionless Soils
Author: Arthur Fang SheenPublisher:
ISBN:
Category : Soil mechanics
Languages : en
Pages : 256
Book Description
Effect of Diameter on the Behavior of Laterally Loaded Piles in Weakly Cemented Sand
Author: Teerawut JuirnarongritPublisher:
ISBN:
Category :
Languages : en
Pages : 818
Book Description
Annotated Bibliography of Lateral Loads on Piles, 1917-1958
Author: Illinois, University. Engineering experiment stationPublisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 140
Book Description
Single Piles and Pile Groups Under Lateral Loading
Author: Lymon C. ReesePublisher: 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
Soil-structure Interaction in Laterally Loaded Piles
Author: Mohamed Nabeel Abdel-SalamPublisher:
ISBN:
Category : Marine geotechnics
Languages : en
Pages : 508
Book Description
Behavior of Piles in Full-scale, Field Lateral Loading Tests
Author: Steven Lawrence KramerPublisher:
ISBN:
Category : Concrete piling
Languages : en
Pages : 96
Book Description
Behavior of Piles and Pile Groups Under Lateral Load
Author: Lymon C. ReesePublisher:
ISBN:
Category : Dead loads (Mechanics).
Languages : en
Pages : 316
Book Description