Performance of preloaded and prestressed geosynthetic-reinforced soil

View at publisher
Authors: Taro Uchimura, Fumio Tatsuoka, Takeshi Sato, Masaru Tateyama, 幸彦 田村
Cited by: 0

Abstract

A new construction method to make a reinforced soil structure very stiff and elastic is described. After a large vertical preload is applied, a large prestress is maintained using metallic tie rods which penetrate the reinforced soil vertically. Results from full-scale model tests and laboratory material tests to validate this method are described.

Fields of Study & Subjects

Geotechnical Engineering and Soil Stabilization Geotechnical Engineering and Soil Mechanics Geotechnical Engineering and Analysis

Publication details

Journal / source
CRC Press eBooks
Pages
537–542
Publication date
12 February 2026
Language
EN
Document type
Book chapter