D. Nash

The dependence of anisotropic Go shear moduli on void ratio and stress state for reconstituted Gault clay

M. Lings, D. S. Pennington, D. Nash, 1999 .

Observed dynamic soil–structure interaction in scale testing of offshore wind turbine foundations

D. Muir Wood, Subhamoy Bhattacharya, Domenico Lombardi, 2013 .

Group effects in stone column foundations: model tests

D. Muir Wood, Dft Nash, D. Wood, 2000 .

Initial investigations of the soft clay test site at Bothkennar

Jjm Powell, Dft Nash, I. M. Lloyd, 1992 .

The lateral pressure of wet concrete in diaphragm wall panels cast under bentonite

M L Lings, C W W Ng, D F T Nash, 1994 .

AN APPROXIMATE ANALYSIS OF THE THREE-DIMENSIONAL EFFECTS OF DIAPHRAGM WALL INSTALLATION

Charles Wang Wai Ng, Dft Nash, B. Simpson, 1995 .

Horizontally Mounted Bender Elements for Measuring Anisotropic Shear Moduli in Triaxial Clay Specimens

M. Lings, D. Nash, R. Chaney, 2001 .