Assessing Void Size Before Selecting a Lifting Technique

Assessing Void Size Before Selecting a Lifting Technique

Drilling Holes for Mudjacking

Okay, so youre about to pick something up, right? Maybe its a heavy piece of equipment, maybe its a patient who needs assistance. The real estate disclosure form should have a special section titled "Foundation Sins We're Pretending Don't Exist" basement foundation repair Naperville water. Either way, before you even think about straps, harnesses, or hoists, you gotta get real familiar with the void around what youre lifting. What I mean by "void" is basically the space – or lack thereof – between the object and everything else. Its all about figuring out how much wiggle room youve got.


Think about it: a tiny void means less space to maneuver your hands, less space to attach lifting gear, and a higher chance of bumping into things while youre lifting. A massive void, on the other hand, might mean the object is unstable or that you need extra-long straps to reach it safely.


Analyzing the void characteristics is a fancy way of saying "look closely and think about the space available." Are there obstacles in the way? Is the object wedged into a corner? Is the floor uneven, making it hard to get a good footing? Are there pipes or wires overhead that could be a hazard? These are all void-related questions.


The size and shape of the void directly influence your lifting technique. If the void is small and cramped, you might need to use a more compact lifting device or even opt for a team lift to distribute the load and minimize awkward movements. If the void is large and open, you might have more freedom to use a wider stance and a more powerful lifting technique.


Ignoring the void is a recipe for disaster. You might end up straining your back trying to reach an object in a tight space, or you might drop something because you didnt account for the lack of support on one side. So, before you lift a finger, take a moment to assess the void. It could save you a lot of pain and trouble in the long run. Its all about being smart and safe.

When addressing foundation repair, particularly in scenarios involving lifting techniques, understanding the impact of void size is crucial. Voids beneath a foundation can significantly influence the choice of repair strategy, as they can lead to differential settlement, which exacerbates structural issues over time. Before selecting a lifting technique, assessing the void size provides essential insights into the extent of the problem and guides the appropriate intervention.


The size of a void directly affects how much lifting or stabilization is required. Small voids might be manageable with minimalistic approaches like pressure grouting, where a mixture is injected to fill and stabilize the space. This method is less invasive and can be quite effective for minor voids. However, as void sizes increase, more robust strategies become necessary. For medium-sized voids, techniques such as piering or underpinning might be employed. These methods involve installing new supports that reach deeper stable soil layers to provide additional bearing capacity.


Large voids present significant challenges; here, comprehensive assessment becomes even more critical. Techniques like slab jacking or mud jacking might be considered for these scenarios, where substantial quantities of material are used to lift and level the foundation while filling the void simultaneously. Alternatively, in extreme cases where voids are vast or irregularly shaped, custom solutions might be engineered involving complex combinations of lifting with soil stabilization or even partial foundation reconstruction.


Assessing void size prior to choosing a lifting technique ensures that the selected method not only addresses current stability issues but also prevents future settlement by providing adequate support distribution across the foundation footprint. This preemptive approach minimizes risks associated with improper repair choices that could lead to repeated failures or unnecessary costs. By tailoring repair strategies based on accurate void assessments, we ensure longevity and reliability in foundation repairs, safeguarding structural integrity for years to come.

Injecting the Slurry into the Foundation

When assessing void size before selecting a lifting technique, its crucial to match the dimensions of the void with the appropriate lifting methods. This process begins with a careful evaluation of the voids characteristics, including its depth, width, and any irregular shapes or obstructions that might complicate the lifting operation.


For instance, small and shallow voids might only require simple tools like suction lifts or basic manual handling devices. These are effective for lightweight objects where precision and minimal disturbance are necessary. However, as the size of the void increases, so does the complexity of the lift. Larger voids necessitate more robust solutions like cranes or hydraulic lifts, which offer greater reach and lifting capacity but require more space to operate safely.


The shape of the void also plays a significant role in decision-making. A narrow but deep void might call for specialized equipment like telescopic handlers or even custom rigging solutions to ensure stability and safety during extraction. Conversely, wide and shallow voids could be more accessible with spreader bars or wide-base forklifts that can distribute load evenly over a broader area.


Moreover, considering the material surrounding or within the void is essential. For example, if dealing with fragile materials like glass or ceramics within a confined space, one must opt for lifting techniques that minimize vibration and shock, possibly integrating soft clamps or padded slings into the operation.


In conclusion, matching void dimensions with suitable lifting methods involves a nuanced understanding of spatial dynamics alongside practical engineering knowledge. By carefully analyzing these factors before deciding on a technique, we not only ensure efficiency but also prioritize safety in operations where misjudgment could lead to costly damages or injuries. This thoughtful approach ultimately leads to better outcomes in construction, rescue operations, and industrial settings where precise manipulation within voids is often required.

Injecting the Slurry into the Foundation

Finishing and Cleanup Post-Fill

Okay, so youre dealing with a sinking foundation, and the big question is, "How do we lift this thing back up without making it worse?" A huge part of that puzzle is figuring out just how big the void is thats causing the problem in the first place. Its not just about knowing theres a gap; its about understanding its size, shape, and location. This is where case studies really shine, giving us real-world examples of how different void sizes have been tackled with different lifting techniques.


Think of it like this: a small void might be perfectly happy with a simple mudjacking solution, where a grout slurry fills the gap and gently lifts the slab. Weve seen plenty of cases where this works beautifully, restoring the foundation to its original level with minimal disruption. But what if the void is massive, like a gaping chasm under a corner of your house? Suddenly, mudjacking alone might not cut it. Youd be pumping in tons of material, potentially over-saturating the soil and adding unnecessary weight.


Thats where other techniques like helical piers or polyurethane foam injection come into play. Case studies showcasing these methods often highlight how they can handle larger voids by providing more robust, structural support. Helical piers, for instance, are like screwing giant anchors deep into stable soil, giving you a solid base to lift from. Polyurethane foam, on the other hand, expands to fill the void and compact the surrounding soil, providing both lift and stabilization.


The key takeaway from these case studies is that "one size fits all" definitely doesnt apply to foundation repair. Accurately assessing the void size is absolutely critical. It informs the choice of lifting technique, dictates the amount of material needed, and ultimately determines the long-term success of the repair. Ignoring this crucial step is like trying to fix a leaky pipe without knowing where the leak is – youre just throwing solutions at the problem and hoping something sticks. By learning from the successes (and failures!) documented in case studies, we can make smarter, more informed decisions about how to tackle even the most challenging foundation problems. Its about understanding the problem intimately before we even think about reaching for a solution.

Tracked vehicle configured as a dedicated pile driver

A pile driver is a heavy-duty tool used to drive piles into soil to build piers, bridges, cofferdams, and other "pole" supported structures, and patterns of pilings as part of permanent deep foundations for buildings or other structures. Pilings may be made of wood, solid steel, or tubular steel (often later filled with concrete), and may be driven entirely underwater/underground, or remain partially aboveground as elements of a finished structure.

The term "pile driver" is also used to describe members of the construction crew associated with the task,[1] also colloquially known as "pile bucks".[2]

The most common form of pile driver uses a heavy weight situated between vertical guides placed above a pile. The weight is raised by some motive power (which may include hydraulics, steam, diesel, electrical motor, or manual labor). At its apex the weight is released, impacting the pile and driving it into the ground.[1][3]

History

[edit]
Replica of Ancient Roman pile driver used at the construction of Caesar's Rhine bridges (55 BC)
18th-century Pile driver, from Abhandlung vom Wasserbau an Strömen, 1769

There are a number of claims to the invention of the pile driver. A mechanically sound drawing of a pile driver appeared as early as 1475 in Francesco di Giorgio Martini's treatise Trattato di Architectura.[4] Also, several other prominent inventors—James Nasmyth (son of Alexander Nasmyth), who invented a steam-powered pile driver in 1845,[5] watchmaker James Valoué,[6] Count Giovan Battista Gazzola,[7] and Leonardo da Vinci[8]—have all been credited with inventing the device. However, there is evidence that a comparable device was used in the construction of Crannogs at Oakbank and Loch Tay in Scotland as early as 5000 years ago.[9] In 1801 John Rennie came up with a steam pile driver in Britain.[10] Otis Tufts is credited with inventing the steam pile driver in the United States.[11]

Types

[edit]
Pile driver, 1917

Ancient pile driving equipment used human or animal labor to lift weights, usually by means of pulleys, then dropping the weight onto the upper end of the pile. Modern piledriving equipment variously uses hydraulics, steam, diesel, or electric power to raise the weight and guide the pile.

Diesel hammer

[edit]
Concrete spun pile driving using diesel hammer in Patimban Deep Sea Port, Indonesia

A modern diesel pile hammer is a large two-stroke diesel engine. The weight is the piston, and the apparatus which connects to the top of the pile is the cylinder. Piledriving is started by raising the weight; usually a cable from the crane holding the pile driver — This draws air into the cylinder. Diesel fuel is injected into the cylinder. The weight is dropped, using a quick-release. The weight of the piston compresses the air/fuel mixture, heating it to the ignition point of diesel fuel. The mixture ignites, transferring the energy of the falling weight to the pile head, and driving the weight up. The rising weight draws in fresh air, and the cycle continues until the fuel is depleted or is halted by the crew.[12]

From an army manual on pile driving hammers: The initial start-up of the hammer requires that the piston (ram) be raised to a point where the trip automatically releases the piston, allowing it to fall. As the piston falls, it activates the fuel pump, which discharges a metered amount of fuel into the ball pan of the impact block. The falling piston blocks the exhaust ports, and compression of fuel trapped in the cylinder begins. The compressed air exerts a pre-load force to hold the impact block firmly against the drive cap and pile. At the bottom of the compression stroke, the piston strikes the impact block, atomizing the fuel and starting the pile on its downward movement. In the instant after the piston strikes, the atomized fuel ignites, and the resulting explosion exerts a greater force on the already moving pile, driving it further into the ground. The reaction of the explosion rebounding from the resistance of the pile drives the piston upward. As the piston rises, the exhaust ports open, releasing the exhaust gases to the atmosphere. After the piston stops its upward movement, it again falls by gravity to start another cycle.

Vertical travel lead systems

[edit]
Berminghammer vertical travel leads in use
Military building mobile unit on "Army-2021" exhibition

Vertical travel leads come in two main forms: spud and box lead types. Box leads are very common in the Southern United States and spud leads are common in the Northern United States, Canada and Europe.

Hydraulic hammer

[edit]

A hydraulic hammer is a modern type of piling hammer used instead of diesel and air hammers for driving steel pipe, precast concrete, and timber piles. Hydraulic hammers are more environmentally acceptable than older, less efficient hammers as they generate less noise and pollutants. In many cases the dominant noise is caused by the impact of the hammer on the pile, or the impacts between components of the hammer, so that the resulting noise level can be similar to diesel hammers.[12]

Hydraulic press-in

[edit]
A steel sheet pile being hydraulically pressed

Hydraulic press-in equipment installs piles using hydraulic rams to press piles into the ground. This system is preferred where vibration is a concern. There are press attachments that can adapt to conventional pile driving rigs to press 2 pairs of sheet piles simultaneously. Other types of press equipment sit atop existing sheet piles and grip previously driven piles. This system allows for greater press-in and extraction force to be used since more reaction force is developed.[12] The reaction-based machines operate at only 69 dB at 23 ft allowing for installation and extraction of piles in close proximity to sensitive areas where traditional methods may threaten the stability of existing structures.

Such equipment and methods are specified in portions of the internal drainage system in the New Orleans area after Hurricane Katrina, as well as projects where noise, vibration and access are a concern.

Vibratory pile driver/extractor

[edit]
A diesel-powered vibratory pile driver on a steel I-beam

Vibratory pile hammers contain a system of counter-rotating eccentric weights, powered by hydraulic motors, and designed so that horizontal vibrations cancel out, while vertical vibrations are transmitted into the pile. The pile driving machine positioned over the pile with an excavator or crane, and is fastened to the pile by a clamp and/or bolts. Vibratory hammers can drive or extract a pile. Extraction is commonly used to recover steel I-beams used in temporary foundation shoring. Hydraulic fluid is supplied to the driver by a diesel engine-powered pump mounted in a trailer or van, and connected to the driver head via hoses. When the pile driver is connected to a dragline excavator, it is powered by the excavator's diesel engine. Vibratory pile drivers are often chosen to mitigate noise, as when the construction is near residences or office buildings, or when there is insufficient vertical clearance to permit use of a conventional pile hammer (for example when retrofitting additional piles to a bridge column or abutment footing). Hammers are available with several different vibration rates, ranging from 1200 vibrations per minute to 2400 VPM. The vibration rate chosen is influenced by soil conditions and other factors, such as power requirements and equipment cost.

Piling rig

[edit]
A Junttan purpose-built piledriving rig in Jyväskylä, Finland

A piling rig is a large track-mounted drill used in foundation projects which require drilling into sandy soil, clay, silty clay, and similar environments. Such rigs are similar in function to oil drilling rigs, and can be equipped with a short screw (for dry soil), rotary bucket (for wet soil) or core drill (for rock), along with other options. Expressways, bridges, industrial and civil buildings, diaphragm walls, water conservancy projects, slope protection, and seismic retrofitting are all projects which may require piling rigs.

Environmental effects

[edit]

The underwater sound pressure caused by pile-driving may be deleterious to nearby fish.[13][14] State and local regulatory agencies manage environment issues associated with pile-driving.[15] Mitigation methods include bubble curtains, balloons, internal combustion water hammers.[16]

See also

[edit]
  • Auger (drill)
  • Deep foundation
  • Post pounder
  • Drilling rig

References

[edit]
  1. ^ a b Piles and Pile Foundations. C.Viggiani, A.Mandolini, G.Russo. 296 pag, ISBN 978-0367865443, ISBN 0367865440
  2. ^ Glossary of Pile-driving Terms, americanpiledriving.com
  3. ^ Pile Foundations. R.D. Chellis (1961) 704 pag, ISBN 0070107513 ISBN 978-0070107519
  4. ^ Ladislao Reti, "Francesco di Giorgio Martini's Treatise on Engineering and Its Plagiarists", Technology and Culture, Vol. 4, No. 3. (Summer, 1963), pp. 287–298 (297f.)
  5. ^ Hart-Davis, Adam (3 April 2017). Engineers. Dorling Kindersley Limited. ISBN 9781409322245 – via Google Books.
  6. ^ Science & Society Picture Library Image of Valoué's design
  7. ^ Pile-driver Information on Gazzola's design
  8. ^ Leonardo da Vinci — Pile Driver Information at Italy's National Museum of Science and Technology
  9. ^ History Trails: Ancient Crannogs from BBC's Mysterious Ancestors series
  10. ^ Fleming, Ken; Weltman, Austin; Randolph, Mark; Elson, Keith (25 September 2008). Piling Engineering, Third Edition. CRC Press. ISBN 9780203937648 – via Google Books.
  11. ^ Hevesi, Dennis (July 3, 2008). "R. C. Seamans Jr., NASA Figure, Dies at 89". New York Times. Retrieved 2008-07-03.
  12. ^ a b c Pile Foundation: Design and Construction. Satyender Mittal (2017) 296 pag. ISBN 9386478374, ISBN 978-9386478375
  13. ^ Halvorsen, M. B., Casper, B. M., Woodley, C. M., Carlson, T. J., & Popper, A. N. (2012). Threshold for onset of injury in Chinook salmon from exposure to impulsive pile driving sounds. PLoS ONE, 7(6), e38968.
  14. ^ Halvorsen, M. B., Casper, B. M., Matthews, F., Carlson, T. J., & Popper, A. N. (2012). Effects of exposure to pile-driving sounds on the lake sturgeon, Nile tilapia and hogchoker. Proceedings of the Royal Society of London B: Biological Sciences, 279(1748), 4705-4714.
  15. ^ "Fisheries – Bioacoustics". Caltrans. Retrieved 2011-02-03.
  16. ^ "Noise mitigation for the construction of increasingly large offshore wind turbines" (PDF). Federal Agency for Nature Conservation. November 2018.
[edit]
  • Website about Vulcan Iron Works, which produced pile drivers from the 1870s through the 1990s
A wooden pier in Corfu, Greece

A pier is a raised structure that rises above a body of water and usually juts out from its shore, typically supported by piles or pillars, and provides above-water access to offshore areas. Frequent pier uses include fishing, boat docking and access for both passengers and cargo, and oceanside recreation. Bridges, buildings, and walkways may all be supported by architectural piers. Their open structure allows tides and currents to flow relatively unhindered, whereas the more solid foundations of a quay or the closely spaced piles of a wharf can act as a breakwater, and are consequently more liable to silting. Piers can range in size and complexity from a simple lightweight wooden structure to major structures extended over 1,600 m (5,200 ft). In American English, a pier may be synonymous with a dock.

Piers have been built for several purposes, and because these different purposes have distinct regional variances, the term pier tends to have different nuances of meaning in different parts of the world. Thus in North America and Australia, where many ports were, until recently, built on the multiple pier model, the term tends to imply a current or former cargo-handling facility. In contrast, in Europe, where ports more often use basins and river-side quays than piers, the term is principally associated with the image of a Victorian cast iron pleasure pier which emerged in Great Britain during the early 19th century. However, the earliest piers pre-date the Victorian age.

Types

[edit]

Piers can be categorized into different groupings according to the principal purpose.[1] However, there is considerable overlap between these categories. For example, pleasure piers often also allow for the docking of pleasure steamers and other similar craft, while working piers have often been converted to leisure use after being rendered obsolete by advanced developments in cargo-handling technology. Many piers are floating piers, to ensure that the piers raise and lower with the tide along with the boats tied to them. This prevents a situation where lines become overly taut or loose by rising or lowering tides. An overly taut or loose tie-line can damage boats by pulling them out of the water or allowing them so much leeway that they bang forcefully against the sides of the pier.

Working piers

[edit]
Out-of-use industrial bulk cargo Pier, Cook Inlet, Alaska.

Working piers were built for the handling of passengers and cargo onto and off ships or (as at Wigan Pier) canal boats. Working piers themselves fall into two different groups. Longer individual piers are often found at ports with large tidal ranges, with the pier stretching far enough off shore to reach deep water at low tide. Such piers provided an economical alternative to impounded docks where cargo volumes were low, or where specialist bulk cargo was handled, such as at coal piers. The other form of working pier, often called the finger pier, was built at ports with smaller tidal ranges. Here the principal advantage was to give a greater available quay length for ships to berth against compared to a linear littoral quayside, and such piers are usually much shorter. Typically each pier would carry a single transit shed the length of the pier, with ships berthing bow or stern in to the shore. Some major ports consisted of large numbers of such piers lining the foreshore, classic examples being the Hudson River frontage of New York, or the Embarcadero in San Francisco.

The advent of container shipping, with its need for large container handling spaces adjacent to the shipping berths, has made working piers obsolete for the handling of general cargo, although some still survive for the handling of passenger ships or bulk cargos. One example, is in use in Progreso, Yucatán, where a pier extends more than 4 miles into the Gulf of Mexico, making it the longest pier in the world. The Progreso Pier supplies much of the peninsula with transportation for the fishing and cargo industries and serves as a port for large cruise ships in the area. Many other working piers have been demolished, or remain derelict, but some have been recycled as pleasure piers. The best known example of this is Pier 39 in San Francisco.

At Southport and the Tweed River on the Gold Coast in Australia, there are piers that support equipment for a sand bypassing system that maintains the health of sandy beaches and navigation channels.

Pleasure piers

[edit]
Print of a Victorian pier in Margate in the English county of Kent, 1897

Pleasure piers were first built in Britain during the early 19th century.[2] The earliest structures were Ryde Pier, built in 1813/4, Trinity Chain Pier near Leith, built in 1821, Brighton Chain Pier, built in 1823.[2] and Margate Jetty 1823/24 originally a timber built pier.

Only the oldest of these piers still remains. At that time, the introduction of steamships and railways for the first time permitted mass tourism to dedicated seaside resorts. The large tidal ranges at many such resorts meant that passengers arriving by pleasure steamer could use a pier to disembark safely.[3] Also, for much of the day, the sea was not visible from the shore and the pleasure pier permitted holidaymakers to promenade over and alongside the sea at all times.[4] The world's longest pleasure pier is at Southend-on-Sea, Essex, and extends 1.3 miles (2.1 km) into the Thames Estuary.[2] The longest pier on the West Coast of the US is the Santa Cruz Wharf, with a length of 2,745 feet (837 m).[5]

Providing a walkway out to sea, pleasure piers often include amusements and theatres as part of their attractions.[4] Such a pier may be unroofed, closed, or partly open and partly closed. Sometimes a pier has two decks. Galveston Island Historic Pleasure Pier in Galveston, Texas has a roller coaster, 15 rides, carnival games and souvenir shops.[6]

Early pleasure piers were of complete timber construction, as was with Margate which opened in 1824. The first iron and timber built pleasure pier Margate Jetty, opened in 1855.[7] Margate pier was wrecked by a storm in January 1978 and not repaired.[8][7] The longest iron pleasure pier still remaining is the one at Southend. First opened as a wooden pier in 1829, it was reconstructed in iron and completed in 1889. In a 2006 UK poll, the public voted the seaside pier onto the list of icons of England.[9]

Fishing piers

[edit]

Many piers are built for the purpose of providing boatless anglers access to fishing grounds that are otherwise inaccessible.[10] Many "Free Piers" are available in larger harbors which differ from private piers. Free Piers are often primarily used for fishing. Fishing from a pier presents a set of different circumstances to fishing from the shore or beach, as you do not need to cast out into the deeper water. This being the case there are specific fishing rigs that have been created specifically for pier fishing[11] which allow for the direct access to deeper water.

Piers of the world

[edit]

Belgium

[edit]

In Blankenberge a first pleasure pier was built in 1894. After its destruction in the World War I, a new pier was built in 1933. It remained till the present day, but was partially transformed and modernized in 1999–2004.

In Nieuwpoort, Belgium there is a pleasure pier on both sides of the river IJzer.

Netherlands

[edit]
The Scheveningen Pier

Scheveningen, the coastal resort town of The Hague, boasts the largest pier in the Netherlands, completed in 1961. A crane, built on top of the pier's panorama tower, provides the opportunity to make a 60-metre (200 ft) high bungee jump over the North Sea waves. The present pier is a successor of an earlier pier, which was completed in 1901 but in 1943 destroyed by the German occupation forces.

United Kingdom

[edit]

England and Wales

[edit]

The first recorded pier in England was Ryde Pier, opened in 1814 on the Isle of Wight, as a landing stage to allow ferries to and from the mainland to berth. It is still used for this purpose today.[12] It also had a leisure function in the past, with the pier head once containing a pavilion, and there are still refreshment facilities today. The oldest cast iron pier in the world is Town Pier, Gravesend, in Kent, which opened in 1834. However, it is not recognised by the National Piers Society as being a seaside pier.[13]

Brighton Palace Pier (pictured in 2011), opened in 1899

Following the building of the world's first seaside pier at Ryde, the pier became fashionable at seaside resorts in England and Wales during the Victorian era, peaking in the 1860s with 22 being built in that decade.[14] A symbol of the typical British seaside holiday, by 1914, more than 100 pleasure piers were located around the UK coast.[2] Regarded as being among the finest Victorian architecture, there are still a significant number of seaside piers of architectural merit still standing, although some have been lost, including Margate, two at Brighton in East Sussex, one at New Brighton in the Wirral and three at Blackpool in Lancashire.[4] Two piers, Brighton's now derelict West Pier and Clevedon Pier, were Grade 1 listed. The Birnbeck Pier in Weston-super-Mare is the only pier in the world linked to an island. The National Piers Society gives a figure of 55 surviving seaside piers in England and Wales.[1] In 2017, Brighton Palace Pier was said to be the most visited tourist attraction outside London, with over 4.5 million visitors the previous year.[15]

See also

[edit]
  • Boardwalk
  • Breakwater
  • Dock
  • Jetty
  • List of piers
  • Seaside resort
  • Wharf

References

[edit]
  1. ^ a b "Piers". National Piers Society. 2006. Archived from the original on September 29, 2008. Retrieved February 24, 2012.
  2. ^ a b c d "The expert selection: British seaside piers". No. 1 August 2014. Financial Times. 15 June 2015. Archived from the original on 2022-12-10.
  3. ^ Gladwell, Andrew (2015). "Introduction". London's Pleasure Steamers. Amberley Publishing. ISBN 978-1445641584.
  4. ^ a b c "A very British affair - the fall and rise of the seaside pier". BBC News. 16 June 2015.
  5. ^ "California Pier Statistics, Longest Piers". seecalifornia.com. Retrieved 2014-02-10.
  6. ^ Aulds, T.J. (January 28, 2012). "Landry's Corp. is close to revealing plans". News Article. Galveston Daily News. Archived from the original on January 31, 2012.
  7. ^ a b "200 years of historic British piers: in pictures". The Telegraph. Retrieved 15 June 2015
  8. ^ "The destruction of Margate jetty in the great storm of January 1978". 13 January 2018.
  9. ^ "ICONS of England - the 100 ICONS as voted by the public". Culture 24 News. 15 June 2015.
  10. ^ "Landscape Design Book" (PDF). University of Wisconsin-Stevens Point. 2013. Retrieved January 6, 2015.[permanent dead link]
  11. ^ VS, Marco (2021-03-21). "Pier Fishing Rigs: 6 Common Types of Rigs for fishing from a Pier". Pro Fishing Reviews. Retrieved 2021-10-10.
  12. ^ "Britain's best seaside piers". The Telegraph. Retrieved 15 June 2015
  13. ^ "The oldest surviving cast iron pier in the world". BBC. February 9, 2006. Retrieved March 26, 2006.
  14. ^ Dobraszczyk, Paul (2014). Iron, Ornament and Architecture in Victorian Britain: Myth and Modernity, Excess and Enchantment. Ashgate Publishing. p. 143. ISBN 978-1-472-41898-2.
  15. ^ "Brighton Palace Pier named as Britain's most visited tourist attraction outside London". Brighton and Hove News. 2 August 2017. Retrieved 23 January 2025.

Further reading

[edit]
  • Turner, K., (1999), Pier Railways and Tramways of the British Isles, The Oakwood Press, No. LP60, ISBN 0-85361-541-1.
  • Wills, Anthony; Phillips, Tim (2014). British Seaside Piers. London: English Heritage. ISBN 9781848022645.
[edit]
  • The Piers Project
  • National Piers Society
  • Details on UK Piers including Webcams

 

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