LI Jin, XIE Yongli, FENG Zhongju. 2005: EMULATION ANALYSIS OF THE SOIL PARAMETERSprime|EFFECTS ON THE BEARING PERFORMANCE OF THE LARGE DIAMETER HOLLOW PILE. JOURNAL OF ENGINEERING GEOLOGY, 13(1): 129-134.
Citation:
LI Jin, XIE Yongli, FENG Zhongju. 2005: EMULATION ANALYSIS OF THE SOIL PARAMETERSprime|EFFECTS ON THE BEARING PERFORMANCE OF THE LARGE DIAMETER HOLLOW PILE. JOURNAL OF ENGINEERING GEOLOGY, 13(1): 129-134.
LI Jin, XIE Yongli, FENG Zhongju. 2005: EMULATION ANALYSIS OF THE SOIL PARAMETERSprime|EFFECTS ON THE BEARING PERFORMANCE OF THE LARGE DIAMETER HOLLOW PILE. JOURNAL OF ENGINEERING GEOLOGY, 13(1): 129-134.
Citation:
LI Jin, XIE Yongli, FENG Zhongju. 2005: EMULATION ANALYSIS OF THE SOIL PARAMETERSprime|EFFECTS ON THE BEARING PERFORMANCE OF THE LARGE DIAMETER HOLLOW PILE. JOURNAL OF ENGINEERING GEOLOGY, 13(1): 129-134.
Using the MARC program, the authors analyze effects of soil parameters, such as cohesion, frictional coefficient, and elastic modulus, on the bearing performance of a large diameter hollow pile. The result shows that the elastic modulus is a controlling factor. The paper also evaluates the influence of the underlying soil,s modulus on the S e (the ratio of pile end settlement to pile top settlement) and the axial stresses. A close matching between the emulation results with the actual test data assures that the model is appropriate for analysis.
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