Introduction • • • • • • • Constructed between 1173 and 1372 8 storey’s high (55m) Weighs 14,500 tons Built on soft ground (silty/clay soil) Inadequate Foundation lead to leaning Several attempts made to rectify problem Only successful attempts carried out in (1999 and 2008) The Construction Built in Four Phases Phase 1 • 9 August 1173 – 1178 – – • Complete up to 3rd order Subsidence becomes obvious. 1178 – WAR : PISA v’s FIRENZE Built in Four Phases Phase 2 • 1185 – Fourth order completed • 1185 – WAR : PISA v’s FIRENZE (again) • 1198 – Tower in use – bell(s) and clock installed. Built in Four Phases Phase 3 • 1231 : recommencement of works. – Under Giovanni di Simone (1260-1267) the tower is curved. – Reaches sixth order • 1287 – WAR : PISA v’s GENOANS Built in Four Phases Phase 4 • 1319 – Seventh order built – Tommaso di Andrea Pisano builds the bellchamber. • 1372 – Tower complete. Failure of Design • 3 Reasons for the “Tower of Pisa” being the “Leaning Tower of Pisa” 1. Soil 2. Foundation 3. Construction 1. Soil • Built on - marshland - former river estuary - water table 2m below building - unevenly sorted layers soil 2. Foundation • Considering weight and height ,a 3 metre deep foundation – NOT ENOUGH • Lucky that construction stopped for 100 years to allow soil to settle 3. Construction • The leaning tower of Pisa is actually curved!!!!!!!!! • What ? 3. Construction • To compensate for the tilt in the tower • Higher floors were built with one side taller than the other • Adverse effect of changing direction of tilt Solutions to Leaning Tower • • • • Excavation & Cement Injection Lead Counterweight Freezing & Insertion of Steel Cables Soil Extraction Excavation & Cement Injection • Excavated around base • Injection of Cement to Strengthen Foundation. • Result: Increase of tilt by 10% Lead Counterweight • 1990 - Tower Closed Soil break-up around foundation & Structural Failure. • 1993 – Lead Counterweight 600 tonne lead placed on North Side to reduce rotation and Lean. • Result: Short Term Solution Reduced Rotation. Stopped Lean but needed solution to reduce tilt. Freezing & Insertion Of Steel Cables • 1995 – Strengthen Foundations • Freeze Surrounding ground • Insert Steel Cables • Result: Increase in Tilt • Only stopped by adding more lead to counterweight. • Temporary solution, not solving problem Soil Extraction • 1998 – All concentration on supporting South Side. • Soil Extraction on North Side Introduced. 210mm isolated drills extracted soil Ground Settled – tower shifted to the north. • Successful Result: Reduced lean by 500mm. Tower Stable. Solutions LEANING Tower Of Pisa • Engineers could have brought Tower to Vertical • Wonder of Medieval World + Major source of income to region. • Lean remains as top is 4 metres off centre of base.