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Lyme Regis No longer Slip-sliding Away. September 1, 2006. Introduction. Location. England Southwest Coast Dorset Jurassic Coast World Heritage Site Exposed to severe winter storms. West, 2006. Stormy Weather. Undated, 1970’s storm Source: West, 2006. Calm Weather.
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Lyme Regis No longer Slip-sliding Away September 1, 2006
Location • England • Southwest Coast • Dorset • Jurassic Coast World Heritage Site • Exposed to severe winter storms
Stormy Weather Undated, 1970’s storm Source: West, 2006
The Geology of Lyme Regis • Greensand • Clay • Shale • Blue Lias
The Beginnings of a Landslip • Charmouth Road Car Park • Asphalt is contributing to landslip • Work underway to improve drainage system
The Black Venn • Between Lyme Regis and Charmouth • Mostly Clay and Shales with Beef • Prone to landslides • Rich source of fossils
The Blue Lias • West of Lyme Regis at Monmouth Bay • Greensand • Clay • Limestone
Landslides • 1962 Langmoor Gardens • Caused by construction activities • The area was re-graded and Langmoor gardens were established
The Spittles • East of Lyme Regis • The whole system was reactivated in 1986
Long-shore drift interrupted • Beach buildup • Monmouth beach • Increased protection • Beach depletion • Shingle supply interrupted • This results in depletion
Coastal Reinforcements • Beacon Rocks extended by 110 meters • North wall rockery realigned • Added rock armor at Cobb Gate • New jetties at Lister Gardens and Cobb Gate • Beach replenishments • Sand and shingle • Raised beach level by 2 meters
Armor rocks: • 11,000 tonnes core rock, 2 - 5 tonnes each • 26,500 tonnes armor, 9 - 18 tonnes each • Source: Norwegian granite • Byproduct of granite counter top industry • Shingle (pebbles): • 72,000 tonnes • Source: Isle of Wight • Sand: • 37,000 tonnes • Source: northern France • Precast concrete: • Source: UK • Limestone facing • Source: China
Slope stabilization • Began in 2005, scheduled completion 2007 • Major engineering effort involved considerations for seismic stability • Only small equipment allowed until slope was sufficiently stabilized • Gradual increase in machinery size based on monitoring
1,150 auger-cast piling • Drilled holes thru clay into bedrock • Filled with concrete and reinforcement • Act as dowels to hold slope • Soil nails • Similar to piling but horizontal • 2,300 meters drainage • Counterforts - at base • Drilled drains -in hill • French drains - below car park
Conclusion • Phase II construction is nearly complete • Coastal defenses • Slope stabilization • Increased security for town • Increased income due to tourism • Cost to maintain will be less than the cost of emergency repairs