Showing 1 - 15 results of 15 for search 'Wroth, C', query time: 0.05s
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1
Influence of soil stiffness and lateral stress on the results of in-situ soil tests by Houlsby, G, Wroth, C
Published 1989Journal article -
2
Direct solution of plasticity problems in soils by the method of characteristics. by Houlsby, G, Wroth, C
Published 1983Conference item -
3
APPLICATIONS OF SOIL MECHANICS THEORY TO THE PROCESSING OF CERAMICS. by Wroth, C, Houlsby, G
Published 1984Journal article -
4
Variation of shear modulus of a clay with pressure and overconsolidation ratio by Houlsby, G, Wroth, C
Published 1991Journal article -
5
Soil mechanics - property characterization and analysis procedures. by Wroth, C, Houlsby, G
Published 1985Conference item -
6
DETERMINATION OF UNDRAINED STRENGTHS BY CONE PENETRATION TESTS. by Houlsby, G, Wroth, C
Published 1982Conference item -
7
Calculation of stresses on shallow penetrometers and footings. by Houlsby, G, Wroth, C
Published 1984Conference item -
8
Determination of undrained strengths by cone penetration tests. by Houlsby, G, Wroth, C
Published 1982Conference item -
9
DIRECT SOLUTION OF PLASTICITY PROBLEMS IN SOILS BY THE METHOD OF CHARACTERISTICS. by Houlsby, G, Wroth, C
Published 1982Conference item -
10
STRAIN AND DISPLACEMENT DISCONTINUITIES IN SOIL by Houlsby, G, Wroth, C
Published 1980Journal article -
11
Predictions of the results of laboratory tests on a clay using a critical state model. by Houlsby, G, Wroth, C, Wood, D
Published 1984Conference item -
12
THE INFLUENCE OF SOIL STIFFNESS AND LATERAL STRESS ON THE RESULTS OF INSITU SOIL TESTS by Houlsby, G, Wroth, C, Twelfth Int Conf Soil Mech Fdn Engn, P
Published 1989Conference item -
13
Ground heave around driven piles in clay by Gue, S, See Sew Gue
Published 1984Other Authors: “…Wroth, C…”
Thesis -
14
The axial capacity of driven piles in clay by Coop, M, M. R. Coop
Published 1987Other Authors: “…Wroth, C…”
Thesis -
15
Model testing of geogrids in unpaved roads by Love, J, J. P. Love
Published 1984Other Authors: “…Wroth, C…”
Thesis