✦ LIBER ✦

INSTRUMENTATION AND DYNAMIC TESTING OF SINGLE PILES IN LOESS SOIL

✍ Scribed by S. Pezeshk; E.G. Burdette; D.W. Goodpasture; J.H. Deatherage

Book ID: 111371619
Publisher: John Wiley and Sons
Year: 2001
Tongue: English
Weight: 580 KB
Volume: 25
Category: Article
ISSN: 0732-8818
DOI: 10.1111/j.1747-1567.2001.tb00045.x

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

IDENTIFICATION OF DEFECTS IN PILES THROU

IDENTIFICATION OF DEFECTS IN PILES THROUGH DYNAMIC TESTING

✍ Liao, Shutao T.; Roesset, Jose M. 📂 Article 📅 1997 🏛 John Wiley and Sons 🌐 English ⚖ 369 KB

The objective of this work was to evaluate the theoretical capabilities of the non-destructive impact-response method in detecting the existence of a single defect in a pile, its location and its length. The cross-section of the pile is assumed to be circular and the defects are assumed to be axisym

Dynamic analysis of piles and pile group

Dynamic analysis of piles and pile groups embedded in homogeneous soils

✍ R. Sen; T. G. Davies; P. K. Banerjee 📂 Article 📅 1985 🏛 John Wiley and Sons 🌐 English ⚖ 744 KB

Uplift capacity of single piles and pile

Uplift capacity of single piles and pile groups embedded in cohesionless soil

✍ Gaaver, Khaled E. 📂 Article 📅 2013 🏛 Elsevier 🌐 English ⚖ 765 KB

Dynamic analysis of piles and pile group

Dynamic analysis of piles and pile groups embedded in non-homogeneous soils

✍ R. Senm; E. Kausel; P. K. Banerjee 📂 Article 📅 1985 🏛 John Wiley and Sons 🌐 English ⚖ 883 KB

A hybrid boundary element formulation for the steady state analysis of piles and pile groups embedded in a soil stratum in which the modulus increases linearly with depth is presented. The piles are represented by compressible columns or flexible beams and the soil as a hysteretic, layered medium. T

Model tests and numerical analyses on ho

Model tests and numerical analyses on horizontal impedance functions of inclined single piles embedded in cohesionless soil

✍ Goit, Chandra Shekhar; Saitoh, Masato 📂 Article 📅 2013 🏛 Institute of Engineering Mechanics, China Earthqua 🌐 English ⚖ 973 KB

Dynamic response of single piles embedde

Dynamic response of single piles embedded in transversely isotropic layered media

✍ Weiming Liu; Milos Novak 📂 Article 📅 1994 🏛 John Wiley and Sons 🌐 English ⚖ 925 KB

Dynamic response of single piles embedded in transversely isotropic layered media is investigated using the finite element method combined with dynamic stiffness matrices of the soil derived from Green's functions for ring loads. The influence of soil anisotropy on the dynamic behaviour of piles is