𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Analysis of load-transfer of single pile in layered soil

✍ Scribed by Jie Liu; H.B. Xiao; J. Tang; Q.S. Li

Publisher
Elsevier Science
Year
2004
Tongue
English
Weight
264 KB
Volume
31
Category
Article
ISSN
0266-352X

No coin nor oath required. For personal study only.

✦ Synopsis

A tri-linear softening model for pile-soil interaction along the shaft and a tri-linear fully plastic model for pile-soil interaction at the base are proposed in this paper. Using soil mechanics and elastic theory, equations for the axial load-settlement curve of a pile in layered soils are established. Based on the soil parameters measured through the pile-soil friction test and deep-hole test in a local area, computational results from the proposed method are presented and compared to those of the pile tests. It is shown that the calculated results are close to those from the test, thus verifying the reliability of the proposed method.

πŸ“œ SIMILAR VOLUMES

Numerical analysis of pile behaviour und
Numerical analysis of pile behaviour under lateral loads in layered elastic–plastic soils
✍ Zhaohui Yang; Boris JeremiΔ‡ πŸ“‚ Article πŸ“… 2002 πŸ› John Wiley and Sons 🌐 English βš– 573 KB

## Abstract This paper presents results from a finite element study on the behaviour of a single pile in elastic–plastic soils. Pile behaviour in uniform sand and clay soils as well as cases with sand layer in clay deposit and clay layer in sand deposit were analysed and cross compared to investiga

ANALYSIS OF PILED RAFT SYSTEMS IN LAYERE
ANALYSIS OF PILED RAFT SYSTEMS IN LAYERED SOIL
✍ TA, L. D.; SMALL, J. C. πŸ“‚ Article πŸ“… 1996 πŸ› John Wiley and Sons 🌐 English βš– 582 KB

This paper presents a method of analysis for piled raft systems constructed in layered soils. The method presented takes account of the interactions of the raft, piles and soil without the cost of a full threedimensional rigorous analysis. This is done by the use of finite layer methods for the anal