Vaughan, 1956 - Google Patents
Steel linings for pressure shafts in solid rockVaughan, 1956
- Document ID
- 5765844100594623318
- Author
- Vaughan E
- Publication year
- Publication venue
- Journal of the Power Division
External Links
Snippet
Methods used in design of two shafts for underground hydroelectric plants in Brazil; general features compared with those of other shafts constructed elsewhere; design of steel for internal pressure under operating conditions and external ground water pressure; details of …
- 229910000831 Steel 0 title abstract description 184
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Wright | Local stability of filled and encased steel sections | |
US8627854B2 (en) | Pressure cast concrete or mortar lined steel pipes and methods of making the same | |
Vaughan | Steel linings for pressure shafts in solid rock | |
US3390211A (en) | Method for manufacturing concrete pressure vessels | |
CN105240626B (en) | Precast assembly steel concrete combinative structure pipeline and preparation method thereof | |
IE57962B1 (en) | Process for producing hollow structures such as conduits,silos or shelters | |
CN105240627B (en) | Precast assembly steel reinforced concrete combined type steel pipe and preparation method thereof | |
Sherman | Application of steel tubing and pipe | |
Berti et al. | Technical forum: buckling of steel tunnel liner under external pressure | |
CN110096826A (en) | An anti-seismic design method for overhead laying pipelines of shield tunnels for oil and gas transportation | |
Bardakjian et al. | Design guidelines for the steel pipelines of a major project in san Antonio, Texas | |
Slagis | Commentary on Class 2/3 piping rules | |
Bardakjian et al. | A case study on design, testing, and installation of two large diameter tunnel liner projects for the City of Los Angeles | |
Kennison | Design of prestressed concrete cylinder pipe | |
Moore | Design and Construction of Mossyrock Penstocks | |
Hardingham et al. | 56 Liner design and development for the Oldbury vessels | |
Bardakjian et al. | Raising the Bar—Design Approach for Steel Piping in Tunnel Shafts and Access Pits | |
Sears | Ductile‐Iron Pipe Design | |
Richards | Penstock Experience and Design Practice | |
Eberhardt | Penstock Codes—US and Foreign Practice | |
Sutherland et al. | Closure to “Discussions of ‘Symposium on Welded Spiral Cases from the Consulting Engineers’ and Users’ Viewpoint’”(1958, Trans. ASME, 80, pp. 1156–1158) | |
Des Baillets et al. | REINFORCED CONCRETE PRESSURE PIPE FOR MONTREAL WATER WORKS [with Discussion] | |
Revelle et al. | Penstocks and Scroll Cases for Niagara Power Project | |
Pirok | Some Problems of a Penstock Builder | |
Schmitz | Multi-Layer Penstocks and High Pressure Wyes |