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DAMAGE AND REPAIR
General Introduction Conclusions and RecommendationsGeorge W Housner and Paul C Jennings
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Alaska earthquake analysis Anchorage approximately Army base basin breakwater Bridge building caused clay collapsed columns completed concrete connections construction cracks Creek damage deposits depth developed direction displacements dock earth east effects elevation Engineers extensive facilities failure FEET fixtures floor forces foundation frame Geological gravel ground ground motion Highway indicated installed Lake landslide lateral layer liquefaction loading located major March March 27 material maximum mechanism movement observed occurred original percent piles pipe possible pressure quake range record relatively repair resistance response result River rock samples sand SCALE seismic sensitivity severe Seward shaking shear shown in Figure shows side silt similar slide area slope soil steel strength stress structure surface Survey tank tests tion units values wall Washington waves zone