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Volume 1 of the Proceedings of the International Society of Soil Mechanics and Foundation Engineering, Institution of Engineers Australia with the main topic of Engineering for Calcareous Sediments held in 1988.
Proceedings of the Congress sponsored by the Geotechnical Engineering Division and the Construction Division. Geotechnical Special Publication No. 22.
This project was aimed at evaluating and developing design methods for laterally loaded drilled shafts socketed in rock. Five lateral load tests on rock socketed drilled shafts with full range of instrumentation were conducted in Ohio. Detailed instrumentation included the use of vibrating wire strain gages, inclinometers, dial gages, and load cells. P-y curves representing site-specific lateral shaft-rock interaction were deduced from strain data. Field testing included the use of a borehole pressuremeter/dilatometer to obtain measurements that were correlated with rock mass strength and deformation parameters as well as with p-y curves. A comparison was made between the baseline p-y curves deduced from strain data of lateral load tests, the p-y curves predicted by using Reese's interim criterion, and the p-y curves from the pressuremeter tests in rock. A new hyperbolic p-y criterion for rock is proposed based on the field test data and extensive theoretical work. Validation of the proposed p-y criterion of rock was carried out by comparing the predictions of shaft deflections and bending moments using the hyperbolic p-y criterion against actual lateral load tests results. Based on the findings of this study, a complete solution for the design of drilled shafts socketed in rock or intermediate geomaterials under lateral loads is provided.
Advances in Designing and Testing Deep Foundations contains 25 papers on designing, constructing, and testing various types of piles and piled rafts. This Geotechnical Special Publication No. 129 honors the late Professor Michael W. O'Neill, Ph.D., P.E., a distinguished educator and researcher who made significant contributions toward the advancement of the state-of-the-art and state-of-the-practice of deep foundations. Professor O'Neill played a critical role in investigating the load transfer mechanisms of various types of piles in soils and rocks and was internationally known for his work on drilled shafts, augered piles, and field testing of various types of piles. This publication is an effective means of sharing the advances in deep foundations with practitioners, researchers, and designers.