Brekke et al., 1972 - Google Patents
Stability problems caused by seams and faultsBrekke et al., 1972
- Document ID
- 14511107261462760367
- Author
- Brekke T
- Howard T
- Publication year
- Publication venue
- N Am Rapid Excav & Tunnelling Conf Proc
External Links
Snippet
OFTEN THE EXISTENCE OF FAULTS OR SEAMS ARE KNOWN PRIOR TO EXCAVATION, HOWEVER, SOMETIMES THE BEHAVIOR OF THESE ZONES HAS BEEN MISCALCULATED. SOME OF THE APPROACHES THAT ARE AVAILABLE FOR …
- 239000000463 material 0 abstract description 14
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B33/00—Sealing or packing boreholes or wells
- E21B33/10—Sealing or packing boreholes or wells in the borehole
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Brekke et al. | Stability problems caused by seams and faults | |
Barton | Recent experiences with the Q-system of tunnel support design | |
Cording et al. | Displacements around tunnels in soil | |
Hopper et al. | Construction of straight creek tunnel, Colorado | |
Ambraseys | Rock mechanics in engineering practice | |
Mahar et al. | Observations during construction of rock tunnels for the Washington, DC Subway | |
Sperry et al. | Excavation and support of Navajo tunnel No. 3 | |
Guiseppe | The shear strength of some rocks by laboratory tests | |
Ladd et al. | Embankment failure on organic clay | |
Csagoly et al. | Cracking of voided posttensioned concrete bridge decks | |
Tarkoy | Rock index properties to predict tunnel boring machine penetration rates | |
Cox | A review of the Vane Test | |
Samarin et al. | Strength evaluation of incompletely consolidated conventional and superplasticised concrete from combined non destructive tests | |
Murayama et al. | ON THE SETTLEMENT OF GRANULAR MEDIA CAUSED BY LOCAL YIELDING | |
Kobayashi et al. | SOME IN-SITU MEASUREMENTS FOR DESIGN OF ROCK CONSTRUCTION | |
Wolfskill et al. | Soil instrumentation for the I-95 MIT-MDPW test embankment | |
Murayama et al. | FUNDAMENTAL STUDY OF THE INTERNAL FAILURE OF STRATIFIED ROCK/IN JAPANESE | |
Kjernsli et al. | The Venemo Asphalt-faced Rock-fill Dam | |
Barr et al. | INSTRUMENTED HORIZONTAL DRILLING TRIALS. FINAL REPORT | |
Kanji | SOME ASPECTS OF THE SHEAR RESISTANCE OF CONTACTS SOIL-ROCKS | |
Magg-robertson et al. | THE DETERMINATION OF JOINT POPULATIONS AND THEIR SIGNIFICANCE FOR TUNNEL STABILITY | |
Walker | THE SHEARING BEHAVIOR OF A JOINTED ROCK MODEL | |
Deere et al. | INTERRELATIONSHIPS OF SOIL MECHANICS, ROCK MECHANICS, AND ENGINEERING GEOLOGY | |
Robinson et al. | Construction control instrumentation used during tunnel enlargement | |
Davis et al. | RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS. SECTION I: INTRODUCTION, HISTORICAL BACKGROUND, PROJECT DESCRIPTION AND INSTRUMENTATION |