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SOIL PILE INTERACTION UNDER STATIC, DYNAMIC AND CYCLIC LATERAL LOADS AND A PROPOSAL OF p-y CURVE FORMULA 被引量:1
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作者 gao, ming Chen, Jinzhen +1 位作者 Zhen, Guofang Fang, Huolang 《China Ocean Engineering》 SCIE EI 1989年第3期259-270,共12页
In this paper, the studies on soil-pile interaction behaviors in saturated sands under static, dynamic and cyclic lateral loads by model testing are described. By comparing with the field test results for piles in sof... In this paper, the studies on soil-pile interaction behaviors in saturated sands under static, dynamic and cyclic lateral loads by model testing are described. By comparing with the field test results for piles in soft sandy clay, a formula of p-y curves based on constitutive relationship of soils applicable for both sandy and soft clays is proposed. Good agreements are obtained in comparison with the field test results performed by other investigators abroad. A p-y hysteresis curve formula based on the modified Masing's doubling criterion is also proposed, and the results are in satisfactory agreement with field test results. 展开更多
关键词 FOUNDATIONS Soil Structure Interaction Mathematical Models PILES Loading SOILS Structural Analysis Dynamic Response
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SYNTHETIC ANALYSIS OF IMPACT LOADING OF SHIPS IN REGULAR WAVES ON PIERS 被引量:1
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作者 gao, ming Zhao, Ying Huang, Genfang 《China Ocean Engineering》 SCIE EI 1990年第2期221-230,共10页
In this paper, the results of model tests of impact energy and forces and motions of moored ships from 20,000 dwt to 200,000 dwt in regular waves upon piers are synthetically analyzed. Based on the concept of wave ene... In this paper, the results of model tests of impact energy and forces and motions of moored ships from 20,000 dwt to 200,000 dwt in regular waves upon piers are synthetically analyzed. Based on the concept of wave energy transmission and the theory of vibration, a semi-empirical formula for evaluating impact energy and forces is proposed. 展开更多
关键词 Materials Testing IMPACT SHIPS Testing Vibrations THEORY
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