Transactions of the Asce Paper No 1176
Transactions of the Asce Paper No 1176
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In our eReader you can find the full English version of the book. Read Transactions of the Asce Paper No 1176 Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Transactions of the Asce Paper No 1176
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Rods horizontally, and 3/8-in. Rods vertically, spaced as shown on Fig. 1, together with cross-diaphragms as indicated.
The caissons were reinforced for exterior pressures, which were to beexpected during the launching and towing into position, and also forinterior pressures, which were to be expected at low tide, when thewater pressure would be nothing, but the filling of the caissons wouldbe effective. The corners were reinforced and enlarged. In order tosecure a proper bedding into the sand ...foundation, a 12-in. Lip wasallowed to project all around the caisson below the bottom. In thebottom there was cast a 3-in. Hole, and this was closed by a plug whilethe lower section was being towed into place.
The question of the effect of sea water on the concrete was given muchthought. The writer is unable to find any authoritative opinions on thissubject which are not directly controverted by equally authoritativeopinions of a diametrically opposite nature. He thinks it is a questionthat this Society might well undertake to investigate promptly andthoroughly.
What to read after Transactions of the Asce Paper No 1176?
You can find similar books in the "Read Also" column, or choose other free books by Klapp Eugene to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Rods horizontally, and 3/8-in. Rods vertically, spaced as shown on Fig. 1, together with cross-diaphragms as indicated.
The caissons were reinforced for exterior pressures, which were to beexpected during the launching and towing into position, and also forinterior pressures, which were to be expected at low tide, when thewater pressure would be nothing, but the filling of the caissons wouldbe effective. The corners were reinforced and enlarged. In order tosecure a proper bedding into the sand ...foundation, a 12-in. Lip wasallowed to project all around the caisson below the bottom. In thebottom there was cast a 3-in. Hole, and this was closed by a plug whilethe lower section was being towed into place.
The question of the effect of sea water on the concrete was given muchthought. The writer is unable to find any authoritative opinions on thissubject which are not directly controverted by equally authoritativeopinions of a diametrically opposite nature. He thinks it is a questionthat this Society might well undertake to investigate promptly andthoroughly.
What to read after Transactions of the Asce Paper No 1176?
You can find similar books in the "Read Also" column, or choose other free books by Klapp Eugene to read onlineMoreLess
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