The shear strength regain effect takes place whenever an intermittent landslide on clayey materials occurs. During the rest period, the clay material nearby the sliding surface regains part of its shear strength. The new strength level can overcome the residual shear strength by more than 20%. The more is the rest period, the more is the shear strength regain. A new movement will take place only if the hydraulic conditions will be able to exceed the new level of shear strength. The paper examines closely the shear strength regain phenomenon, analysing the results derived from several dedicated ring shear tests on clayey landslide materials, and deals with some case studies which, taking into account the positive effect of the shear strength regain, provide us a new approach to bet-ter design the remedial works on clayey landslide.

Shear Strength Regain of Clayey Landslides and Remedial Works.

ANGELI MG;
2010

Abstract

The shear strength regain effect takes place whenever an intermittent landslide on clayey materials occurs. During the rest period, the clay material nearby the sliding surface regains part of its shear strength. The new strength level can overcome the residual shear strength by more than 20%. The more is the rest period, the more is the shear strength regain. A new movement will take place only if the hydraulic conditions will be able to exceed the new level of shear strength. The paper examines closely the shear strength regain phenomenon, analysing the results derived from several dedicated ring shear tests on clayey landslide materials, and deals with some case studies which, taking into account the positive effect of the shear strength regain, provide us a new approach to bet-ter design the remedial works on clayey landslide.
2010
Istituto di Ricerca per la Protezione Idrogeologica - IRPI
978-0-415-61295-1
mudslide
residual shear strength
shear strength regain
clay
resisting viscous forces
File in questo prodotto:
File Dimensione Formato  
prod_88956-doc_31237.pdf

non disponibili

Descrizione: Convegno IS Shanghai 2010
Dimensione 1.57 MB
Formato Adobe PDF
1.57 MB Adobe PDF   Visualizza/Apri   Richiedi una copia

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.14243/59491
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus ND
  • ???jsp.display-item.citation.isi??? ND
social impact