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Keywords: shaft resistance
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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-343
... forming under each main pier an overall conic shape. Each column carries an axial service load of about 400kN: comp = 2,0MPa. This load is transferred to the soil mainly by shaft resistance: service=30kPa. Construction issues: single fluid 500mm jet grouted columns after pre-drilling of basalt boulders...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-367
... was estimated to be higher than the maximum test load. Pile shaft resistance carried the most portion of the applied load. Less than 10% of the applied load transferred to the end. End grouting significantly increases the shaft resistance near the pile end. INTRODUCTION Fuzhou is located on the southeast coast...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-387
... ABSTRACT: Full scale load test data give very variable and sometimes very low shaft resistance for large diameter bored piles founded in Hong Kong decomposed granite. These observations were discussed and explained in this paper. INTRODUCTION Large diameter bored piles in Hong Kong...

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