-
2
-
-
0008392999
-
Practice for Preparing Precision Statements for Test Methods for Construction Materials
-
C670-90a, Vol. 04.08
-
American Society for Testing Materials, "Practice for Preparing Precision Statements for Test Methods for Construction Materials, C670-90a, Annual ASTM Book of Standards, Vol. 04.08, 1990.
-
(1990)
Annual ASTM Book of Standards
-
-
-
4
-
-
0002361152
-
The shaft friction of piles in cohesive soils in terns of effective stress
-
Chandler, R.J. (1968), "The shaft friction of piles in cohesive soils in terns of effective stress," Civil Engineering And Public Works Review, v. 63, pp. 48-51.
-
(1968)
Civil Engineering and Public Works Review
, vol.63
, pp. 48-51
-
-
Chandler, R.J.1
-
6
-
-
0014638404
-
A probability based structural code
-
Cornell, C. A. (1969), "A probability based structural code," J. American Concrete Institute, pp. 974-985.
-
(1969)
J. American Concrete Institute
, pp. 974-985
-
-
Cornell, C.A.1
-
7
-
-
0343722140
-
-
Innovations in Foundation Construction, Soil Mech. Div., Ill Section, ASCE, Chicago
-
Davisson, M. T. (1973), "High Capacity Piles," Innovations in Foundation Construction, Soil Mech. Div., Ill Section, ASCE, Chicago, pp. 81-112.
-
(1973)
High Capacity Piles
, pp. 81-112
-
-
Davisson, M.T.1
-
8
-
-
0002427447
-
Empirical Formula for Predicting Pile Bearing Capacity
-
March
-
Gates, M. "Empirical Formula For Predicting Pile Bearing Capacity," Civil Engineering, Vol. 27, No.3, March 1957:65-66.
-
(1957)
Civil Engineering
, vol.27
, Issue.3
, pp. 65-66
-
-
Gates, M.1
-
9
-
-
0003415014
-
-
U.S. Department of Transportation, Federal Highway Administration, Implementation Division, McLean, Va.
-
Goble, G. G. and F. Rausche, "Wave Equation Analysis of Pile Driving - WEAP86 Program," U.S. Department of Transportation, Federal Highway Administration, Implementation Division, McLean, Va., Volumes I-IV. 1986.
-
(1986)
Wave Equation Analysis of Pile Driving - WEAP86 Program
, vol.1 IV
-
-
Goble, G.G.1
Rausche, F.2
-
12
-
-
0024860813
-
Drilled shafts - A database approach
-
Northwestern Univ., Evanston, IL.
-
Long, J.H. and Shimel, S. (1989), "Drilled shafts - a database approach," Proceedings, ASCE Foundation Engineering Congress, Northwestern Univ., Evanston, IL. v. 2, pp. 1091-1108.
-
(1989)
Proceedings, ASCE Foundation Engineering Congress
, vol.2
, pp. 1091-1108
-
-
Long, J.H.1
Shimel, S.2
-
13
-
-
8844234938
-
Measured Time Effects for Axial Capacity of Driven Piling
-
January, Washington, D.C.
-
Long, J.H., J. Kerrigan, and D. Bozkurt (1999), "Measured Time Effects for Axial Capacity of Driven Piling," proceedings of 1999 TRB, January, Washington, D.C.
-
(1999)
Proceedings of 1999 TRB
-
-
Long, J.H.1
Kerrigan, J.2
Bozkurt, D.3
-
14
-
-
0016928323
-
Bearing capacity and settlement of pile foundations
-
ASCE
-
Meyerhof, G.G. (1976), "Bearing capacity and settlement of pile foundations," Journal of Geotechnical Engineering, ASCE, v. 102, pp. 197-228.
-
(1976)
Journal of Geotechnical Engineering
, vol.102
, pp. 197-228
-
-
Meyerhof, G.G.1
-
15
-
-
0003512068
-
-
Publication No. FHWA-RD-94-042 , U.S. Department of Transportation, Federal Highway Administration, McLean, Virginia, September
-
Paikowsky, S. G., J. E. Regan, and J. J. McDonnell, "A Simplified Field Method For Capacity Evaluation Of Driven Piles," Publication No. FHWA-RD-94-042 , U.S. Department of Transportation, Federal Highway Administration, McLean, Virginia, September 1994.
-
(1994)
A Simplified Field Method for Capacity Evaluation of Driven Piles
-
-
Paikowsky, S.G.1
Regan, J.E.2
McDonnell, J.J.3
-
17
-
-
0003893108
-
-
Final Report, U.S. Department of Transportation, Federal Highway Administration Contract DTFH61-91-C-00047
-
Rausche, F., G. Thendean, H. Abou-matar, G.E. Likins, and G.G. Goble (1996), Determination of Pile Driveability and Capacity from Penetration Tests, Final Report, U.S. Department of Transportation, Federal Highway Administration Contract DTFH61-91-C-00047.
-
(1996)
Determination of Pile Driveability and Capacity from Penetration Tests
-
-
Rausche, F.1
Thendean, G.2
Abou-matar, H.3
Likins, G.E.4
Goble, G.G.5
-
18
-
-
0004029818
-
-
ADSC-TL-4, Dallas, Texas
-
Reese, L.C. and M.W. O'Neill (1988), Drilled Shafts: Construction Procedures and Design Methods, ADSC-TL-4, Dallas, Texas, 564 p.
-
(1988)
Drilled Shafts: Construction Procedures and Design Methods
-
-
Reese, L.C.1
O'Neill, M.W.2
-
19
-
-
0002441801
-
The adhesion of piles driven in clay soils
-
London
-
Tomlinson, M.J. (1957), "The adhesion of piles driven in clay soils," Proceedings, 4th ICSMFE, London, v. 2, pp. 66-71.
-
(1957)
Proceedings, 4th ICSMFE
, vol.2
, pp. 66-71
-
-
Tomlinson, M.J.1
-
20
-
-
0014550133
-
Comparison of Pile Load Test-Skin Friction Values and Laboratory Strength Tests
-
Aug. 1969
-
Watt, W.G., Kurfurst, P.J., and Z.P. Zehman (1969), "Comparison of Pile Load Test-Skin Friction Values and Laboratory Strength Tests," Canadian Geotechnical Journal, Vol. 6, No. 3, Aug. 1969, pp. 339-352.
-
(1969)
Canadian Geotechnical Journal
, vol.6
, Issue.3
, pp. 339-352
-
-
Watt, W.G.1
Kurfurst, P.J.2
Zehman, Z.P.3
-
21
-
-
0342851844
-
Discussion of "The Iron Wharf at Fort Monroe, Va
-
by J. B. Duncklee, Paper No. 543, Aug.
-
Wellington, A. M. discussion of "The Iron Wharf at Fort Monroe, Va.," by J. B. Duncklee, Transactions, ASCE, Vol. 27, Paper No. 543, Aug. 1892, pp. 129-137.
-
(1892)
Transactions, ASCE
, vol.27
, pp. 129-137
-
-
Wellington, A.M.1
-
22
-
-
0002062007
-
An investigation of Shaft and Base Resistance of Large Bored Piles in London Clay
-
ICE, London, Feb.
-
Whitaker, T. and R.W. Cooke (1966), "An investigation of Shaft and Base Resistance of Large Bored Piles in London Clay," Proceedings, Symposium on Large Bored Piles, ICE, London, Feb., pp. 7-49.
-
(1966)
Proceedings, Symposium on Large Bored Piles
, pp. 7-49
-
-
Whitaker, T.1
Cooke, R.W.2
-
23
-
-
8844269448
-
-
Ph.D. Thesis, Univ. of Illinois Urbana-Champaign (in preparation)
-
Wysockey, M.H. (1999), "The axial capacity of drilled shafts," Ph.D. Thesis, Univ. of Illinois Urbana-Champaign (in preparation).
-
(1999)
The Axial Capacity of Drilled Shafts
-
-
Wysockey, M.H.1
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