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Fwd: RE: SEGMENTAL RETAINING WALL USED FOR DETENtION BASIN
- To: seaint(--nospam--at)seaint.org
- Subject: Fwd: RE: SEGMENTAL RETAINING WALL USED FOR DETENtION BASIN
- From: "syed faiz ahmad" <syedfaiz23(--nospam--at)hotmail.com>
- Date: Tue, 26 Nov 2002 23:47:59 +0300
- Cc: merexgeogrids(--nospam--at)sympatico.ca, chipfuller(--nospam--at)mindspring.com
Thank you Chip for ur very prompt & useful response.
And, Helen: I hope this answers ur query on the subject. Iam forwarding this response to Seaint List, just in case it didn't get posted owing to the reasons that Chip & other Merex guys are not signed up to this List and I guess their posting may not have been auto-generated by the Seaint List.
Helen, try getting in touch with the Merex guys; they are the experts on the subject. Good luck to you. Regards,
Syed Faiz Ahmad
>From: "chip fuller"
>To: "syed faiz ahmad" ,
>CC: "Surinder Bhat" ,"Mike Bernardi"
>Subject: RE: SEGMENTAL RETAINING WALL USED FOR DETENtION BASIN
>Date: Mon, 25 Nov 2002 16:41:10 -0500
>Dear Helen and Mr. Ahmad,
>I do not know much about the particular details on your project, but I offer
>the following comments:
>1. We can indeed build geosynthetic-reinforced soil structures with soil
>which contains some clay. Although some very critical projects require
>completely free draining granular material, many of our designs use soils
>which may have some percentage of clay. The internal angle of friction of
>the soil is a major part of the design of SRW's for each project.
>2. Regarding the use of drainage pipes at the base of retaining walls, this
>is a very good element of design for the removal of water that may collect
>behind the wall.
>We have a great deal of information on both of these subjects. Much research
>and standardization has been done on these issues (and many others) here in
>the U.S. over the last 10 years. I would refer you to the National Concrete
>Masonry Association: www.ncma.org. Go to their E-Store and order the
>Segmental Retaining Wall manual for a comprehensive design, specification
>and construction document on these structures. They also have excellent
>software available for the actual design of SRW's.
>Also, if you have any other technical questions or concerns I recommend that
>you correspond with our Merex Technical Director - Mr. Mike Bernardi:
>Please let us know how we can help you further.
> -----Original Message-----
> From: syed faiz ahmad [mailto:syedfaiz23(--nospam--at)hotmail.com]
> Sent: Monday, November 25, 2002 3:48 PM
> To: seaint(--nospam--at)seaint.org
> Cc: chipfuller(--nospam--at)mindspring.com; merexgeogrids(--nospam--at)sympatico.ca
> Subject: Re: SEGMENTAL RETAINING WALL USED FOR DETENtION BASIN
> With due apology. I think this is an utterly bad design for two reasons:
> a.. the soil behind the wall should be free draining implying 'granular
> obviously not clay, alone or with any combination.
> a.. there should be a porous drain pipe at the bottom to collect & drain
>out any trickling water.
> These are fundamental requirements for a good performing design for a
>Segmental Retaining Wall.
> I would refer you to CHIP FULLER, the President of MEREX, a leading
>GeoGrids enterprise in USA. I attended his lecture on the subject of
>GeoGrids in Riyadh in October last and learnt a lot from him, really. I am
>endorsing this mail to him as well and would request him to respond on this
>issue for all the benefit of all the members on the LIST..
> Syed Faiz Ahmad; MEngg, M.ASCE
> Senior Structural Engineer
> Saudi Oger Ltd,
> Riyadh, Saudi Arabia.
> P.S: the web Site for MEREX is:
> >From: "Helen Zhou"
> >Subject: Re: SEGMENTAL RETAINING WALL USED FOR DETENtION BASIN
> >Date: Mon, 25 Nov 2002 09:35:19 -0600
> >** Proprietary **
> >The project I am reviewing does not have perforated pipe at bottom, no
>drainage system behind the wall or at the bottom. The wall is for detention
>basin, 13' hg. The engineer use 20% clay to mix with 1" minus limestone, 95%
>compact to backfill, to creat soil with low pemeability, to prevent the
>water into the soil. Per the engineer' assumption, the water into the back
>of wall will come back to the front surface of the wall. Any comments ?
> >Helen Zhou
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