The State of Stress in the Vicinity of an Unlined or Partly Lined Tunnel in a Cohesive Soil

Authors
  1. Beare, H.T.
Corporate Authors
Defence Research Establishment Suffield, Ralston ALTA (CAN)
Abstract
Soil-structure interaction theories are presented. The stress conditions in a clay arround an anomaly the resistance to deformation of which is zero has been studied.
Keywords
Tunnelling (excavation)
Report Number
DRES-M-50-69 — Memorandum
Date of publication
15 Mar 1970
Number of Pages
24
DSTKIM No
70-03074
CANDIS No
3611
Format(s):
Hardcopy;Originator's fiche received by DSIS

Permanent link

Document 1 of 1

Date modified: