Skip Nav Destination
Close Modal
Update search
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
NARROW
Format
Subjects
Article Type
Date
Availability
1-10 of 10
Keywords: foundation rock
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Sort by
Proceedings Papers
Concrete Dams On Rock Foundations: Statistics of Failures, Estimation of Safety, Trends In Geomechanical Studies
Available to Purchase
Paper presented at the ISRM International Symposium, September 12–16, 1988
Paper Number: ISRM-IS-1988-059
... excess foundation rock shear strength nonuniformity uplift rock foundation statistics foundation reliability safety permeability Rock Mechanics and Power Plants, Romana (ed) @ 1988 Balkema, Rotterdam,ISBN9061918278 Concrete dams on rock foundations: Statistics of failures, estimation...
Proceedings Papers
Hydraulic Engineering of China On Weak Rock
Available to Purchase
Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-187
... and schist of the metamorphic rocks; dam foundation sandstone intercalated layer structural geology strength hydraulic engineering crevass underground power house Upstream Oil & Gas weak rock foundation rock seepage Reservoir Characterization construction tunnel consolidation...
Proceedings Papers
The Stability of Gravity Dam On the Foundation Rock With Partially Fractured Zone
Available to Purchase
Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-177
... INTRODUCTION The stability of gravity dam has ever been calculated as a two dimensional problem by Using representative section to a direction of the stream. In case of an example shown in this report, there are several fractured zone Within the foundation rock at the site of a gravity dam...
Proceedings Papers
Recent Experience In Bridge Construction On Weak Foundation Rock In Japan
Available to Purchase
Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-208
... INTRODUCTION Recently in Japan, accompanying the development of such major traffic networks as super-express railways, express highways, and trans-strait bridges, many long span bridges have been constructed on weak foundation rock. It has thus become necessary to carry out surveys and tests...
Proceedings Papers
Treatment of the Fractured Zone At Nanakura Dam
Available to Purchase
Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-183
... level based on the laboratory model test, in order to prevent the occurrence of hydraulic fracturing of core at the Contact zone by fault grouting from the gallery in the foundation rock. FEATURES OF THE FOUNDATION Geological features The geological features of the dam site are characterized...
Proceedings Papers
A Study of Grouting Tests At Hitokura Dam
Available to Purchase
Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-185
...A study of grouting tests at Hitokura Dam Proceedings of the International Symposium on Weak Rock / Tokyo /21·24 September 1981 K.TAKAHI & M.OHTSUKI Laboratory of Water Resources Development Corp., Urawa, Japan 1 PURPOSE OF THE TESTS Three factors should be considered for foundation rocks...
Proceedings Papers
Geological Features Controlling Limit Analysis of Dam Foundations
Available to Purchase
Paper presented at the ISRM International Symposium, September 27–29, 1978
Paper Number: ISRM-IS-1978-015
... of safety are described. Satisfactory functioning of the foundations of these dams suggests the reliability of this simple technique of analysis. Reservoir Characterization strength plane limit analysis Shear Strength Parameter Upstream Oil & Gas shear zone consideration foundation rock...
Proceedings Papers
Treatment of Faults and Fractures in the Foundation of Umiam Dam in India
Available to Purchase
Paper presented at the ISRM International Symposium, September 27–29, 1978
Paper Number: ISRM-IS-1978-030
... Summary The foundation rocks of umlam dam in the north-eastern part of tndia have been affected by tJ.10 faults. eme located at the central. part and another at the upstream end of the dam, Innumerable fractures and joint cut through the entire foundation consisting of quartzite and phyllite...
Proceedings Papers
Claystone Properties For A Gravity Dam Foundations
Available to Purchase
Paper presented at the ISRM International Symposium, September 27–29, 1978
Paper Number: ISRM-IS-1978-012
... layer Deformability Test claystone property gravity dam foundation zone 2 interpretation schistosity foundation Upstream Oil & Gas orientation direction parallel grout courtain complex formation Reservoir Characterization compressibility laminar structure foundation rock shear...
Proceedings Papers
Three Practical Examples For The Interaction Between Concrete Dams and Foundation Rock
Available to Purchase
Paper presented at the ISRM International Symposium, September 27–29, 1978
Paper Number: ISRM-IS-1978-019
... Summary Finite element calculations on the seepage around and underneath dams and on the stresses and deformations in the foundation rock are explained. For an approximately 100 m high arch dam, it was seen that the anisotropy of the rock revealed a large influence upon the deformations...