THEORETICAL MODELLING OF SPUDCAN BEHAVIOUR UNDER COMBINED LOAD

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概要

• 論文の詳細を見る

• This paper presents centrifuge model test data of the behaviour of a circular spudcan footing on drained saturated silica sand subjected to combined vertical, horizontal, and moment loading. The data are compared with predictions of a numerical model, and with relevant aspects of the recent code of recommended practice by SNAME (1994).

• 社団法人地盤工学会の論文
• 1997-06-15

著者

• 塚本 良道

  Department of Civil Engineering, Tokyo University of Science

• 塚本 良道

  Science University Of Tokyo

• Schofield A

  Cambridge University Engineering Department Andrew N Schofield & Associates Limited

• DEAN E.

  Soil Models Limited, UK

• JAMES R.

  Cambridge University Engineering Department, Andrew N Schofield & Associates Limited

• SCHOFIELD ANDREW

  Cambridge University Engineering Department, Andrew N Schofield & Associates Limited

• Dean E

  Soil Models Limited Uk

• Schofield Andrew

  Cambridge University Engineering Department And Andrew N Schofield & Associates Limited

• James R

  Cambridge University Engineering Department Andrew N Schofield & Associates Limited

• Tsukamoto Yoshimichi

  Department Of Civil Engineering Tokyo University Of Science

• Dean E.

  Soil Models Limited

• Dean E.T.R.

  Soil Models Limited

関連論文

• USE OF COMPRESSIBLE EXPANDED POLYSTYRENE BLOCKS AND GEOGRIDS FOR RETAINING WALL STRUCTURES
• DEFORMATION AND STRENGTH OF GEOGRID-REINFORCED GRANULAR SOIL AT PLANE STRAIN CONDITIONS
• RESISTANCE OF PARTLY SATURATED SAND TO LIQUEFACTION WITH REFERENCE TO LONGITUDINAL AND SHEAR WAVE VELOCITIES
• EVALUATING SUPERPOSITION ERRORS IN BEARING CAPACITY FACTORS FROM SOKOLOVSKI'S METHOD OF CHARACTERISTICS
• SETTLEMENT OF SILTY SAND DEPOSITS FOLLOWING LIQUEFACTION DURING EARTHQUAKES
• RESPONSE OF PILE GROUPS AGAINST SEISMICALLY INDUCED LATERAL FLOW IN CENTRIFUGE MODEL TESTS
• CORRELATION BETWEEN PENETRATION RESISTANCE OF SWEDISH WEIGHT SOUNDING TESTS AND SPT BLOW COUNTS IN SANDY SOILS
• SOIL DENSIFICATION DUE TO STATIC SAND PILE INSTALLATION FOR LIQUEFACTION REMEDIATION
• SMALL-STRAIN STRESS-STRAIN PROPERTIES OF EXPANDED POLYSTYRENE GEOFOAM
• THEORETICAL MODELLING OF SPUDCAN BEHAVIOUR UNDER COMBINED LOAD
• NUMERICAL MODELLING OF THREE-LEG JACKUP BEHAVIOUR SUBJECT TO HORIZONTAL LOAD
• RATE EFFECTS ON THE STRESS-STRAIN BEHAVIOUR OF EPS GEOFOAM

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