G. W. Clough

发表

Performance of tied-back walls in clay : 11F, 16R. J. GEOTECH. ENGNG DIV. ASCE, V100, GT12, DEC. 1974, P1259–1273

G. W. Clough, Y. Tsui, 1975 .

The Incremental Construction Soil-Structure Interaction Program SOILSTRUCT (User's Guide)

John F. Peters, Robert M. Ebeling, G. W. Clough, 1992 .

A Rational Procedure for Evaluating the Behavior of Impact-Driven Piles

G. W. Clough, D. M. Holloway, Aleksandar S. Vesic, 1979 .

Finite Element Analyses of Port Allen and Old River Locks.

G. W. Clough, J. M. Duncan, 1969 .

Embankment Pore Pressures during Construction.

G. W. Clough, J. W. Snyder, 1966 .

Visit to U. S. Army Engineer District Little Rock, Ark., and to Arkansas River Lock No. 2, Lock No. 3, and Dam No. 2, 24-26 May 1965.

G. W. Clough, N. L. Worth, 1965 .

User's Guide for the Incremental Construction Soil-Structure Interaction Program SOILSTRUCT.

John F. Peters, Robert M. Ebeling, G. W. Clough, 1992 .

Influence of cementation on liquefaction of sands : J Geotech Engng Div ASCE V115, N8, Aug 1989, P1102–1117

G. W. Clough, N. S. Rad, J. Iwabuchi, 1990 .

Temperature Effects on Behavior of Port Allen Lock

G. W. Clough, J. M. Duncan, 1973 .

Applications of probabilistic methods in geotechnical engineering. Part 1. Simplified reliability analyses for geotechnical problems

G. W. Clough, J. L. Chameau, E. Kavazanjian, 1983 .

Pile Tests, Columbia Lock and Dam, Quichita and Black Rivers, Arkansas and Louisiana.

G. W. Clough, N. L. Worth, J. C. Chang, 1966 .

Liquefaction response of San Francisco bayshore fills

G. W. Clough, J. D. Frost, J. L. Chameau, 1991 .

Seismic Parameters from Liquefaction Evidence

G. W. Clough, J. R. Martin, G. Clough, 1994 .

The Effects Of Residual Driving Stresses On Pile Performance Under Axial Loads

G. W. Clough, Aleksandar S. Vesic, A. S. Vesić, 1978 .