Skip to Main Content
Article navigation

Masonry-faced walls are common in many countries, particularly in hilly areas. Many of these structures are used to support highways or buildings. The stability of a drystone retaining wall is likely to depend on factors not being taken into account in conventional methods of analysis, for example in a limit equilibrium analysis, because the deformation behaviour of a drystone wall involves:

For such types of structure, a numerical modelling analysis may provide a useful way to understand the failure mechanisms involved and to quantify the degree of wall stability if the numerical modelling analysis can reproduce the behaviour of wall...

You do not currently have access to this content.
Don't already have an account? Register

Purchased this content as a guest? Enter your email address to restore access.

Please enter valid email address.
Email address must be 94 characters or fewer.
Pay-Per-View Access
$41.00
Rental

or Create an Account

Close Modal
Close Modal

Gift article access

As a benefit of your subscription, you can share temporary access to restricted articles.

Each link will stop working after 30 days or 10 uses. You may create up to 10 links in a 30 day period.

Please sign in to your personal account to gift article access.

Register

Gift article access

As a benefit of your subscription, you can share temporary access to restricted articles.

Each link will stop working after 30 days or 10 uses. You may create up to 10 links in a 30 day period.

Gift articles remaining: --

Gift article access

Each link will stop working after 30 days or 10 uses. You may create up to 10 links in a 30 day period.

Gift articles remaining: --

Gift article access

As a benefit of your subscription, you can share temporary access to restricted articles.

Each link will stop working after 30 days or 10 uses.

You have reached the limit of 10 links within a 30 day period.