A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Landslide at Yui and its countermeasure
Following landslide of Mar 14 1961 on steep mountain slope facing Suruga Bay, investigation was initiated for purpose of stabilization of landslide; there are two surfaces of rupture, at 2.5 to 7.0 m and at 40 m; landcreeping area on first surface of rupture is active now and most of soil mass is formed of weak clay which is very difficult to improve; numerous faults, fissured zones and springs in landslide area contribute to instability of area; program of soil mass removal, surface and underground water drainage is recommended.
Landslide at Yui and its countermeasure
Following landslide of Mar 14 1961 on steep mountain slope facing Suruga Bay, investigation was initiated for purpose of stabilization of landslide; there are two surfaces of rupture, at 2.5 to 7.0 m and at 40 m; landcreeping area on first surface of rupture is active now and most of soil mass is formed of weak clay which is very difficult to improve; numerous faults, fissured zones and springs in landslide area contribute to instability of area; program of soil mass removal, surface and underground water drainage is recommended.
Landslide at Yui and its countermeasure
Soil Foundation
Taniguchi, T. (author) / Watari, M. (author)
1965
19 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
| British Library Conference Proceedings | 1999
Landslide within coal seams and countermeasure for a highway project
| British Library Conference Proceedings | 1998
COUNTERMEASURE METHOD AGAINST LANDSLIDE AND SLOPE COLLAPSE UTILIZING RENEWABLE ENERGY FACILITY
| European Patent Office | 2023
Site investigation on Toki landslide and its countermeasure on March, 2007
| British Library Conference Proceedings | 2009