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.

Design of Sea wall

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


Joined: 16 Jul 2011
Posts: 37

PostPosted: Wed Mar 01, 2023 4:47 am    Post subject: Design of Sea wall Reply with quote

hello,
Can any body guide me in getting the steps for design of sea wall
Back to top
View user's profile Send private message
pvgraju
...
...


Joined: 07 Jun 2020
Posts: 66

PostPosted: Tue Mar 07, 2023 6:10 am    Post subject: Design of Sea wall Reply with quote

Dear Sir,

Wall design is to be done like a regular wall. Tripods are to be placed to reduce wave impact.

IS codes are also available on sea wall design for further reference.

Regards,

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


Joined: 26 Jan 2003
Posts: 3714

PostPosted: Wed Mar 08, 2023 3:18 pm    Post subject: Reply with quote

Sea Wall Design -

It also depend on sea level at high tide to decide the height of wall providing ample margin for waves effects ..

The design of sea retaining wall  is very critical at high tides with tidal waves hitting wall at height,, and uplift pressure decimates the gravity weight on wall ,, and moments may cause high eccentricity due to reduced net weight,,

Under low tide,, it needs to be designed for earth pressures and any LL surcharge (vehicular,, if road exist) ,,
The foundation must rest at level  ,  not affected by  tidal upliftment  ,, movements  ,, firm  ,,

As guided by Er PV gavarraju,, the design philosophy is same as any other ret wall,, to be designed for two extreme conditions,  one with sea water pr plus tidal pressure and ignoring passive soil pressure relief considering backfill washed condition
Second,, sea water at min low level,, but backfill pressures at back,,

RCC walls needs to be designed under uncrack philosophy taking crack width not more than 0.10mm,, otherwise wall will last much less,,

For places where shallow water levels are expected ,, Gabion stones can be thought off as wide stone walls,,
Back to top
View user's profile Send private message
picajol
...
...


Joined: 29 Mar 2012
Posts: 66

PostPosted: Thu Mar 09, 2023 8:16 am    Post subject: Reply with quote

Hello!
Are there any books with solved egsamples on this subject?
Back to top
View user's profile Send private message
Trilochan S.Dholakia
SEFI Member
SEFI Member


Joined: 12 Oct 2011
Posts: 9

PostPosted: Thu Mar 09, 2023 11:30 am    Post subject: Design of Sea wall Reply with quote

I appreciate your response.
Further I suppose Gabion Technology of wall design will be ideal to such water front structures. Here scouring of sand in low tide will lead to Tetra-pad or rock fill in front and lower level of wall will get defined.
High tide will define wall height and water pressure to design. This will be critical to design. To situation, Gabion wall technology may be better with geo textile filter media to avoid back side sand dredging .  
Further It can be rectified / corrected to needs in future to minor change in levels.
Other economical option is use of Sand bags, in case of shallow walls.
Please look in to. Thanks and Regards.
Trilochan Dholakia
Ahmedabad


Sent from my iPhone=

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


Joined: 26 Jan 2003
Posts: 3714

PostPosted: Thu Mar 09, 2023 3:59 pm    Post subject: Reply with quote

I also admire yr eagle eye viewpoint on sea wall,,

Yes Gabion walls are economical,, free draining  resulting in less pressures of sea waves/tidal waves,, but it may require more width of sea wall,,
The wire crates,, I think, (not sure) be of Aluminium  to resist saline water attack,, which may corrode MS /GI -

These are flexible walls and adjust to the terrain,, scourge etc

But  IS Codes for further guidelines  ,, be seen
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