DYNAMIC-RESPONSE OF ARBITRARILY SHAPED FOUNDATIONS - EXPERIMENTAL-VERIFICATION - CLOSURE

[1] DOBRY R, 1985, ANAL MEASUREMENT MAC, P75

[2] FRY ZB, 1963, 36321 WAT EXP STAT T

[3] VERTICAL RESPONSE OF ARBITRARILY SHAPED EMBEDDED FOUNDATIONS [J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1985, 111 (06): : 750 - 771

[4] SIMPLE RADIATION DAMPING MODEL FOR PILES AND FOOTINGS [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 1984, 110 (06): : 937 - 956

[5] Lambe TW, 1969, SOIL MECH

[6] Lysmer JFER., 1966, J SOIL MECH FDN DIV, V92, P65, DOI [10.1061/JSFEAQ.0000846, DOI 10.1061/JSFEAQ.0000846]

[7] NOVAK M, 1971, 1ST P CAN C EARTHQ E

[8] RICHART FE, 1967, J SOIL MECH FDN DIV, V93, P143

[9] ROESSET JM, 1980, CIV ENG NUCLEAR POWE, V2, P125

[10] Schmertmann J.H., 1970, J SOIL MECH FDN DIV, V96, P1011, DOI [10.1061/JSFEAQ.0001418, DOI 10.1061/JSFEAQ.0001418]

[1] DOBRY R, 1985, ANAL MEASUREMENT MAC, P75

[2] FRY ZB, 1963, 36321 WAT EXP STAT T

[3] VERTICAL RESPONSE OF ARBITRARILY SHAPED EMBEDDED FOUNDATIONS [J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1985, 111 (06): : 750 - 771

[4] SIMPLE RADIATION DAMPING MODEL FOR PILES AND FOOTINGS [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 1984, 110 (06): : 937 - 956

[5] Lambe TW, 1969, SOIL MECH

[6] Lysmer JFER., 1966, J SOIL MECH FDN DIV, V92, P65, DOI [10.1061/JSFEAQ.0000846, DOI 10.1061/JSFEAQ.0000846]

[7] NOVAK M, 1971, 1ST P CAN C EARTHQ E

[8] RICHART FE, 1967, J SOIL MECH FDN DIV, V93, P143

[9] ROESSET JM, 1980, CIV ENG NUCLEAR POWE, V2, P125

[10] Schmertmann J.H., 1970, J SOIL MECH FDN DIV, V96, P1011, DOI [10.1061/JSFEAQ.0001418, DOI 10.1061/JSFEAQ.0001418]