Bearing capacity and load transfer mechanism of a static drill rooted nodular pile in soft soil areas

• Published in: Journal of Zhejiang University. A. Science Vol. 14; no. 10; pp. 705 - 719
• Main Authors: Zhou, Jia-jin, Wang, Kui-hua, Gong, Xiao-nan, Zhang, Ri-hong
• Format: Journal Article
• Language: English
• Published: Hangzhou Zhejiang University Press 01.10.2013
• Subjects: Bearing capacity; Cementing; Civil Engineering; Classical and Continuum Physics; Engineering; Industrial Chemistry/Chemical Engineering; Mechanical Engineering; Pile foundations; Piles; Pollution abatement; Precast; Soil (material); Stress transfer; Bearing capacity; TU47; ABAQUS; Static drill rooted nodular pile; Double stress dispersion system; Load transfer; Three-dimensional modeling

The static drill rooted nodular pile is a new type of pile foundation consisting of precast nodular pile and the surrounding cemented soil. This composite pile has a relatively high bearing capacity and the mud pollution will be largely reduced during the construction process by using this type of p...