-
1
-
-
22044450364
-
-
PhD thesis, Dept. of Civ. Engrg., Duke Univ., Durham, N.C.
-
Al-Awkati, Z. A. (1975). "On problems of soil bearing capacity at depth," PhD thesis, Dept. of Civ. Engrg., Duke Univ., Durham, N.C.
-
(1975)
On Problems of Soil Bearing Capacity at Depth
-
-
Al-Awkati, Z.A.1
-
2
-
-
0019691824
-
Cone resistance in dry N. C. and O. C. sands
-
G. N. Norris and R. D. Holtz, eds., ASCE, New York, N.Y.
-
Baldi, G., Bellotti, R., Ghionna, V., Jamiolkowski, M., and Pasqualini, E. (1981). "Cone resistance in dry N. C. and O. C. sands." Proc., Conf. on Cone Penetration Testing and Experience, G. N. Norris and R. D. Holtz, eds., ASCE, New York, N.Y., 145-175.
-
(1981)
Proc., Conf. on Cone Penetration Testing and Experience
, pp. 145-175
-
-
Baldi, G.1
Bellotti, R.2
Ghionna, V.3
Jamiolkowski, M.4
Pasqualini, E.5
-
3
-
-
0002179129
-
Interpretation of CPUs and CPTUs, 2nd part: Drained penetration on sands
-
Nanyang Technol. Inst., Singapore
-
Baldi, G., Bellotti, R., Ghionna, V., Jamiolkowski, M., and Pasqualini, E. (1986). "Interpretation of CPUs and CPTUs, 2nd part: drained penetration on sands." Proc., 4th Int. Geotech. Seminar, Field Instrumentation and In Situ Measurements, Nanyang Technol. Inst., Singapore, 143-162.
-
(1986)
Proc., 4th Int. Geotech. Seminar, Field Instrumentation and in Situ Measurements
, pp. 143-162
-
-
Baldi, G.1
Bellotti, R.2
Ghionna, V.3
Jamiolkowski, M.4
Pasqualini, E.5
-
4
-
-
0347827582
-
Theory of deep site static cone penetration resistance
-
Dept. of Civ. Engrg., Massachusetts Inst. of Technol. (MIT), Cambridge, Mass.
-
Baligh, M. M. (1975). "Theory of deep site static cone penetration resistance." Res. Rep. No. 875-76, Dept. of Civ. Engrg., Massachusetts Inst. of Technol. (MIT), Cambridge, Mass.
-
(1975)
Res. Rep. No. 875-76
-
-
Baligh, M.M.1
-
5
-
-
0003678990
-
Predicted and measured behavior of five spread footings on sand
-
ASCE, New York, N.Y.
-
Briaud, J. L., and Gibbens, R. M., eds. (1994). "Predicted and measured behavior of five spread footings on sand." Geotech. Spec. Publ. No. 41, ASCE, New York, N.Y.
-
(1994)
Geotech. Spec. Publ. No. 41
-
-
Briaud, J.L.1
Gibbens, R.M.2
-
6
-
-
84889536614
-
Pile group prediction symposium: Summary, Vol. I, sandy soil
-
Federal Hwy. Admin. (FHwA), Washington, D.C.
-
DiMillio, A. F. et al. (1987). "Pile group prediction symposium: summary, Vol. I, sandy soil." Rep. No. FHWA-TS-87-221, Federal Hwy. Admin. (FHwA), Washington, D.C.
-
(1987)
Rep. No. FHWA-TS-87-221
-
-
DiMillio, A.F.1
-
7
-
-
0001550511
-
Static penetration resistance of soils. I: Analysis
-
ASCE, New York, N.Y.
-
Durgunoglu, H. T., and Mitchell, J. K. (1975). "Static penetration resistance of soils. I: Analysis." Proc., ASCE Spec. Conf. on In-Situ Measurement of Soil Parameters, Vol. 1, ASCE, New York, N.Y., 151-171.
-
(1975)
Proc., ASCE Spec. Conf. on In-Situ Measurement of Soil Parameters
, vol.1
, pp. 151-171
-
-
Durgunoglu, H.T.1
Mitchell, J.K.2
-
8
-
-
0343914211
-
Predicted and observed axial behavior of piles
-
ASCE, New York, N.Y.
-
Finno, R. (ed.). (1989). "Predicted and observed axial behavior of piles." Geotech. Spec. Publ. No. 23, ASCE, New York, N.Y.
-
(1989)
Geotech. Spec. Publ. No. 23
-
-
Finno, R.1
-
9
-
-
0002501201
-
A revised and extended formula for bearing capacity
-
Copenhagen, Denmark
-
Hansen, J. B. (1970). "A revised and extended formula for bearing capacity." Danish Geotech. Inst. Bull., No. 28, Copenhagen, Denmark.
-
(1970)
Danish Geotech. Inst. Bull., No. 28
-
-
Hansen, J.B.1
-
10
-
-
0000610117
-
Effective stress interpretation of in situ static penetration tests
-
Vol. 2.2, A. A. Balkema, Rotterdam, The Netherlands
-
Janbu, N., and Senneset, K. (1974). "Effective stress interpretation of in situ static penetration tests." Proc., Eur. Symp. on Penetration Testing, ESOPT I, Vol. 2.2, A. A. Balkema, Rotterdam, The Netherlands, 181-193.
-
(1974)
Proc., Eur. Symp. on Penetration Testing, ESOPT I
, pp. 181-193
-
-
Janbu, N.1
Senneset, K.2
-
11
-
-
0030418372
-
Determination of relative density from CPT using fuzzy sets
-
ASCE
-
Juang, C. H., Huang, X. H., Holtz, R. D., and Chen, J. W. (1996). "Determination of relative density from CPT using fuzzy sets." J. Geotech. Engrg., ASCE, 122(1).
-
(1996)
J. Geotech. Engrg.
, vol.122
, Issue.1
-
-
Juang, C.H.1
Huang, X.H.2
Holtz, R.D.3
Chen, J.W.4
-
12
-
-
0022180966
-
Interpretation of cone penetrometer data for offshore sands
-
Oslo, Norway
-
Lunne, T., and Christoffersen, H. P. (1985). "Interpretation of cone penetrometer data for offshore sands." Norwegian Geotech. Inst. Publ. No. 156, Oslo, Norway, 1-12.
-
(1985)
Norwegian Geotech. Inst. Publ. No. 156
, pp. 1-12
-
-
Lunne, T.1
Christoffersen, H.P.2
-
13
-
-
0019260504
-
In-situ tests by flat dilatometer
-
ASCE
-
Marchetti, S. (1980). "In-situ tests by flat dilatometer." J. Geotech. Engrg., ASCE, Vol. 106, 229-321.
-
(1980)
J. Geotech. Engrg.
, vol.106
, pp. 229-321
-
-
Marchetti, S.1
-
15
-
-
84937562768
-
The ultimate bearing capacity of foundations
-
London, England
-
Meyerhof, G. G. (1951). "The ultimate bearing capacity of foundations." Geotechnique, London, England, 2(4), 301-331.
-
(1951)
Geotechnique
, vol.2
, Issue.4
, pp. 301-331
-
-
Meyerhof, G.G.1
-
16
-
-
0001863590
-
Some recent research on the bearing capacity of foundations
-
Ottawa, Canada
-
Meyerhof, G. G. (1963). "Some recent research on the bearing capacity of foundations." Can. Geotech. J., Ottawa, Canada, 1(1), 16-26.
-
(1963)
Can. Geotech. J.
, vol.1
, Issue.1
, pp. 16-26
-
-
Meyerhof, G.G.1
-
17
-
-
0022603625
-
Determining sand strength by penetrometer
-
ASCE, New York, N.Y.
-
Mitchell, J. K., and Keaveny, J. M. (1986). "Determining sand strength by penetrometer," Proc., ASCE Spec. Conf. on Use of In-situ Tests in Geotech. Engrg.; Geotech. Spec. Publ. No. 6, ASCE, New York, N.Y., 823-839.
-
(1986)
Proc., ASCE Spec. Conf. on Use of In-situ Tests in Geotech. Engrg.; Geotech. Spec. Publ. No. 6
, pp. 823-839
-
-
Mitchell, J.K.1
Keaveny, J.M.2
-
18
-
-
2542471147
-
Estimating bearing capacity of sand from SPT values
-
ASCE
-
Parry, R. H. G. (1977). "Estimating bearing capacity of sand from SPT values." J. Geotech. Engrg. Div., ASCE, 103(9), 1014-1019.
-
(1977)
J. Geotech. Engrg. Div.
, vol.103
, Issue.9
, pp. 1014-1019
-
-
Parry, R.H.G.1
-
19
-
-
0020970495
-
Interpretation of cone penetration tests. I: Sand
-
Ottawa, Canada
-
Robertson, P. K., and Campanella, R. G. (1983). "Interpretation of cone penetration tests. I: Sand." Can. Geotech. J., Ottawa, Canada, Vol. 20, 718-733.
-
(1983)
Can. Geotech. J.
, vol.20
, pp. 718-733
-
-
Robertson, P.K.1
Campanella, R.G.2
-
20
-
-
0004258674
-
-
PhD dissertation, Dept. of Civ. Engrg., Univ. of California at Berkeley, Calif.
-
Rodrigues, R. S. (1993). "Analysis of penetration resistance in sands," PhD dissertation, Dept. of Civ. Engrg., Univ. of California at Berkeley, Calif.
-
(1993)
Analysis of Penetration Resistance in Sands
-
-
Rodrigues, R.S.1
-
21
-
-
0001915718
-
Measurement of in situ shear strength
-
ASCE, New York, N.Y.
-
Schmertmann, J. H. (1975). "Measurement of in situ shear strength." Proc., ASCE Spec. Conf. on In Situ Measurement of Soil Properties, Vol. 2, ASCE, New York, N.Y., 57-138.
-
(1975)
Proc., ASCE Spec. Conf. on in Situ Measurement of Soil Properties
, vol.2
, pp. 57-138
-
-
Schmertmann, J.H.1
-
22
-
-
22044454719
-
c/N ratio
-
Engrg. and Industrial Experiment Station, Univ. of Florida, Gainesville, Fla.
-
c/N ratio." Final Rep. D-636, Engrg. and Industrial Experiment Station, Univ. of Florida, Gainesville, Fla.
-
(1976)
Final Rep. D-636
-
-
Schmertmann, J.H.1
-
23
-
-
0003512770
-
Guidelines for cone penetration test, performance and design
-
Federal Hwy. Admin. (FHwA), Washington, D.C.
-
Schmertmann, J. H. (1978). "Guidelines for cone penetration test, performance and design." Rep. FHWA-TS-78-209, Federal Hwy. Admin. (FHwA), Washington, D.C.
-
(1978)
Rep. FHWA-TS-78-209
-
-
Schmertmann, J.H.1
-
24
-
-
10044232284
-
D > 1.2 and which incorporates the penetration measurement to permit calculating the plan strain friction angle
-
GPE Ltd., Gainsville, Fla.
-
D > 1.2 and which incorporates the penetration measurement to permit calculating the plan strain friction angle." DMT Dig. No. 1, GPE Ltd., Gainsville, Fla., 115-134.
-
(1983)
DMT Dig. No. 1
, pp. 115-134
-
-
Schmertmann, J.H.1
-
26
-
-
0015316520
-
Expansion of cavities in infinite soil masses
-
ASCE
-
Vesic, A. S. (1972). "Expansion of cavities in infinite soil masses." J. Soil Mech. and Found. Div., ASCE, 98(3), 265-290.
-
(1972)
J. Soil Mech. and Found. Div.
, vol.98
, Issue.3
, pp. 265-290
-
-
Vesic, A.S.1
-
27
-
-
0015566753
-
Analysis of ultimate loads of shallow foundations
-
ASCE
-
Vesic, A. S. (1973). "Analysis of ultimate loads of shallow foundations." J. Soil Mech. and Found. Div., ASCE, 99(1), 45-73.
-
(1973)
J. Soil Mech. and Found. Div.
, vol.99
, Issue.1
, pp. 45-73
-
-
Vesic, A.S.1
-
28
-
-
0002992073
-
Bearing capacity of shallow foundations
-
Van Nostrand Reinhold Book Co., New York, N.Y.
-
Vesic, A. S. (1974). "Bearing capacity of shallow foundations." Foundation engineering handbook, Van Nostrand Reinhold Book Co., New York, N.Y.
-
(1974)
Foundation Engineering Handbook
-
-
Vesic, A.S.1
-
29
-
-
0141645766
-
Principles of pile foundation design
-
Dept. of Civ. Engrg., Duke Univ., Durham, N.C.
-
Vesic, A. S. (1975). "Principles of pile foundation design." Duke Univ. Soil Mech. Ser. No. 38, Dept. of Civ. Engrg., Duke Univ., Durham, N.C.
-
(1975)
Duke Univ. Soil Mech. Ser. No. 38
-
-
Vesic, A.S.1
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