Can a civil engineering foundation be built on an open ditch? Is this okay?

2010-03-31View Original

Thread Content

Can a civil engineering foundation be built on an open ditch? Is this okay?

Reply #22010-04-13

This question is quite general; it depends on whether the open channel is new or existing, as well as the load on the upper structure. For new channels: the channel itself can be strengthened in certain areas. For existing channels: it’s necessary to check whether there is enough strength left

Reply #32010-04-14

It’s certainly not good to do it on the above area, but if it’s unavoidable, local reinforcement is also an option.

Submit a Project

**Looking for Chemical Technology, Equipment & Solutions?** No Registration Required Broader Platform Exposure | Global Chemical Service Provider Connections

Submit Request — Free Consultation

Disclaimer

This is an automated machine translation of the original thread. Some technical terms may have inaccuracies; the original text shall prevail. Click "View Original" at the top right to access the source page, which supports IP-based automatic real-time language translation. Please watch out for contact details and sales inducements to prevent fraud. All content and translations are for reference only, representing solely the poster's personal views. For enquiries, email service@hcbbs.com.

Quick Links