Design and performance of a deep tiedback sheet pile wall in soft clay

CRC Press eBooks 2026

View at publisher
Authors: David M. Cacoilo, Peter Edinger, George J. Tamaro
DOI: 10.1201/9781003761716-123
Cited by: 0

Abstract

The excavation for the 760 meter long South Approach to the Third Harbor Tunnel in Boston, Massachusetts was 30 to 60 meters wide, 11 to 19 meters deep and extended through loose fills, into soft organic silts and clay.

Fields of Study & Subjects

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

Publication details

Journal / source
CRC Press eBooks
Pages
1287–1290
Publication date
12 February 2026
Language
EN