GB391366A - Improvements in and relating to wharf and like constructions - Google Patents
Improvements in and relating to wharf and like constructionsInfo
- Publication number
- GB391366A GB391366A GB2746832A GB2746832A GB391366A GB 391366 A GB391366 A GB 391366A GB 2746832 A GB2746832 A GB 2746832A GB 2746832 A GB2746832 A GB 2746832A GB 391366 A GB391366 A GB 391366A
- Authority
- GB
- United Kingdom
- Prior art keywords
- wharf
- constructions
- relating
- unstable ground
- ernakulam
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 238000010276 construction Methods 0.000 title 1
- 230000003467 diminishing effect Effects 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Extraction Or Liquid Replacement (AREA)
- Separation By Low-Temperature Treatments (AREA)
Abstract
391,366. Wharves. BRISTOW, R. C., Ernakulam P.O., South India. Oct. 3, 1932, No. 27468. [Class 68 (ii).] In the building of a wharf or like structure in unstable ground piles are driven in rows 2 .. 5, at intervals progressively diminishing in the direction towards the foot of the slope of the unstable ground. As shown, the front row forms a wall 1, which may be of sheet or interlocking piling, or caissons, or monolithic ; the structure is completed by bracings 6 and a sill 8.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB2746832A GB391366A (en) | 1932-10-03 | 1932-10-03 | Improvements in and relating to wharf and like constructions |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB2746832A GB391366A (en) | 1932-10-03 | 1932-10-03 | Improvements in and relating to wharf and like constructions |
Publications (1)
Publication Number | Publication Date |
---|---|
GB391366A true GB391366A (en) | 1933-04-27 |
Family
ID=10260078
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB2746832A Expired GB391366A (en) | 1932-10-03 | 1932-10-03 | Improvements in and relating to wharf and like constructions |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB391366A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014037824A1 (en) | 2012-09-05 | 2014-03-13 | Uab "Hidrosfera" | Gravity-based elevated hydro-technical structure |
CN104614020A (en) * | 2015-01-30 | 2015-05-13 | 东南大学 | High-pile wharf horizontal bearing capacity and static-dynamic characteristic in-situ overall detecting method |
-
1932
- 1932-10-03 GB GB2746832A patent/GB391366A/en not_active Expired
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014037824A1 (en) | 2012-09-05 | 2014-03-13 | Uab "Hidrosfera" | Gravity-based elevated hydro-technical structure |
LT6027B (en) | 2012-09-05 | 2014-05-26 | Uab "Hidrosfera" | Gravity - based elevated hydro - technical structure |
CN104614020A (en) * | 2015-01-30 | 2015-05-13 | 东南大学 | High-pile wharf horizontal bearing capacity and static-dynamic characteristic in-situ overall detecting method |
CN104614020B (en) * | 2015-01-30 | 2015-12-02 | 东南大学 | The original position whole detection method of long piled wharf horizontal bearing capacity and force model proterties |
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