B. Ladanyi

发表

Soil-Pipe Interaction During Frost Heaving Around a Buried Chilled Pipeline

Mu Shen, B. Ladanyi, 1991 .

Time-dependent Ground Response Curves For Tunnel Lining Design

D. E. Gill, B. Ladanyi, 1987 .

Use of the Cone Penetration Test for the Design of Piles in Permafrost

B. Ladanyi, B. Ladanyi, 1985 .

Bearing capacity of frozen soils. Conference. Preprint. : 8F, 28R. PROC. 27TH CANADIAN GEOTECHNICAL CONF. EDMONTON, NOV. 1974, P97-P107.

B. Ladanyi, 1975 .

Expansion of cavities in brittle media

B. Ladanyi, B. Ladanyi, 1967 .

In-situ Determination of Undrained Stress-strain Behavior of Sensitive Clays with the Pressuremeter

B. Ladanyi, B. Ladanyi, 1972 .

Suggested methods for deformability determination using a flexible dilatometer

B. Ladanyi, 1987 .

Prediction of Foundation Deformations in Edmonton Using an In Situ Pressure Probe: Discussion

B. Ladanyi, 1974 .

Effect of specimen shape on creep response of a frozen sand

Jean Arteau, B. Ladanyi, B. Ladanyi, 1979 .

Failure of Jointed Rock Masses By Kink Zone Instability: An Important And Dangerous Mode of Rupture

B. Ladanyi, G. Archambault, 1993 .

Stress Distribution Due To Gravity In A Vertical Rock Bank

B. Ladanyi, B. Ladanyi, B. Hoyaux, 1968 .

Simulation Of Shear Behavior Of A Jointed Rock Mass

B. Ladanyi, B. Ladanyi, G. Archambault, 1969 .

Design of tunnel linings in a creeping rock

D. E. Gill, B. Ladanyi, B. Ladanyi, 1988 .

Failure Mechanism of Rock Under a Plate Load

B. Ladanyi, 1966 .

In - Situ Determination Of Creep Properties Of Rock Salt

D. E. Gill, B. Ladanyi, 1983 .

GRAVITATIONAL STRESS FIELD AROUND A TUNNEL IN SOFT GROUND

B. Ladanyi, B. Hoyaux, 1970 .

Expansion of a Cavity in a Saturated Clay Medium

B. Ladanyi, 1963 .

Friction and end bearing tests on bedrock for high capacity socket design: Discussion

B. Ladanyi, B. Ladanyi, 1977 .