www.sefindia.org

STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

 Forum SubscriptionsSubscriptions DigestDigest Preferences   FAQFAQ   SearchSearch   MemberlistMemberlist   UsergroupsUsergroups  RegisterRegister FAQSecurity Tips FAQDonate
 ProfileProfile   Log in to check your private messagesLog in to check your private messages   Log in to websiteLog in to websiteLog in to websiteLog in to forum 
Warning: Make sure you scan the downloaded attachment with updated antivirus tools  before opening them. They may contain viruses.
Use online scanners
here and here to upload downloaded attachment to check for safety.

If a train track is coming adjacent to a pile cap. What loads would act on the pile/pile cap structure?

 
Post new topicReply to topic Thank Post    www.sefindia.org Forum Index -> SEFI General Discussion
View previous topic :: View next topic  
Author Message
kartikeya.structure
SEFI Member
SEFI Member


Joined: 03 Jul 2013
Posts: 5

PostPosted: Wed Apr 03, 2024 5:31 am    Post subject: If a train track is coming adjacent to a pile cap. What loads would act on the pile/pile cap structure? Reply with quote

If a train track runs alongside a pile cap, what forces would be exerted on the pile/pile cap system?
What would be the direction of these forces?



WhatsApp Image 2024-04-03 at 10.42.59.jpeg
 Description:
Let's assume if this is the cross section. And train is 25ton IR train.
 Filesize:  105.2 KB
 Viewed:  90 Time(s)

WhatsApp Image 2024-04-03 at 10.42.59.jpeg


Back to top
View user's profile Send private message
vikram.jeet
General Sponsor
General Sponsor


Joined: 26 Jan 2003
Posts: 3946

PostPosted: Wed Apr 03, 2024 6:54 am    Post subject: Reply with quote

Since track is very close to pile cap on piles,,
The effect s are bound to be on  Cap and piles .

Major force is in form of Lateral force due to Train Live load surcharge on pile cap and piles .

Also part of dispersed vertical load will act on pile portion thus causing eccentric load on cap.

Vibration effects in form of equivalent static loads be factored in both Lateral pressures and Vertical dispersed loads.
Back to top
View user's profile Send private message
Display posts from previous:   
Post new topicReply to topic Thank Post    www.sefindia.org Forum Index -> SEFI General Discussion All times are GMT
Page 1 of 1

 

 
Jump to:  
You cannot post new topics in this forum
You cannot reply to topics in this forum
You cannot edit your posts in this forum
You cannot delete your posts in this forum
You cannot vote in polls in this forum
You cannot attach files in this forum
You can download files in this forum


© 2003, 2008 SEFINDIA, Indian Domain Registration
Publishing or acceptance of an advertisement is neither a guarantee nor endorsement of the advertiser's product or service. advertisement policy