Post-Tensioned Diaphragm Wall "T" Panels For Large Unbraced Excavation Spans - Introduction

Deep Foundations Institute
Nino Catalano
Organization:
Deep Foundations Institute
Pages:
8
File Size:
1577 KB
Publication Date:
Jan 1, 1994

Abstract

The combination of two top levels of cross-lot braces designed and installed to act as a truss, and vertical post-tensioning of the panels allow the unbraced excavation of a 36' span. Philosophy of Excavation Support System The excavation of interest is for the cut-and-cover box sections of the southern approach to the Third Harbor Tunnel, which is part of the Central Artery/Tunnel project in Boston, Massachusetts. The 60' deep excavation is located very close to an existing building which is supported by piles, as shown in Figure 1. Therefore, it was necessary to minimize ground movement which may damage the building.
Citation

APA: Nino Catalano  (1994)  Post-Tensioned Diaphragm Wall "T" Panels For Large Unbraced Excavation Spans - Introduction

MLA: Nino Catalano Post-Tensioned Diaphragm Wall "T" Panels For Large Unbraced Excavation Spans - Introduction. Deep Foundations Institute, 1994.

Export
Purchase this Article for $25.00

Create a Guest account to purchase this file
- or -
Log in to your existing Guest account