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Spin-Lock Rock Anchor Case Histories: |
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During heavy rains in March of 1992 a portion of an existing multi story apartment building on Telegraph Hill fell away & tumbled 150 ft. down a cliff. The entire structure was then removed because of potential danger below (building/pedestrians). Construction of a temporary platform to support heavy equipment to reach out and perform permanent slope stabilization work began. Below retaining wall, over 50 each twenty one ft. long by 1-3/8" Williams Hollow Rock Bolts were placed, grouted and pre-tensioned using a crane support. During prestressing of Rock bolts to stabilize cliff face, a pneumatic torque wrench was used to increase productivity while a crane supported the unit and worker. By using Williams Hollow Core Rock bolts and standard NC thread torquing system, a large cost savings was absorbed. All project members are legitimately proud of their accomplishment of this high profile project performed under difficult time, weather and access requirements. |
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Main Reason They Chose Williams |
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| According to Bill Creger, SEC, Williams was selected by geotechnical consultant Rogers-Pacific for developing a positive pre-stressable corrosion protected rock anchor and ease of installation. | ||||||||||||
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