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Drilled Piers and Caissons II: Construction Under Slurry/Nondestructive Integrity Evaluation/Load Testing/Geotechnical Behavior Under Load
 
 
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Drilled Piers and Caissons II: Construction Under Slurry/Nondestructive Integrity Evaluation/Load Testing/Geotechnical Behavior Under Load [Paperback]

Clyde N. Baker (Editor)


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Product Details

  • Paperback: 160 pages
  • Publisher: Amer Society of Civil Engineers (July 1985)
  • Language: English
  • ISBN-10: 0872624471
  • ISBN-13: 978-0872624474
  • Product Dimensions: 8.3 x 5.4 x 0.4 inches
  • Shipping Weight: 6.4 ounces
  • Amazon Best Sellers Rank: #2,551,493 in Books (See Top 100 in Books)

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Inside This Book (learn more)
First Sentence:
Many drilled shafts have been constructed by use of bentonite and only a relatively small number of problems have occurred. Read the first page
Key Phrases - Statistically Improbable Phrases (SIPs): (learn more)
ultimate static capacity, stress wave propagation method, dilative soils, contractive soils, maintained load test, stress wave energy, backfilled foundations, geophone receivers, stress wave velocity, stress wave reflections, uplift capacity, pier capacity, drilled shafts, pile segments, pullout capacity, drilled piers, load test data, load test results, test piers, anchor capacity, test shaft, slick line, shaft resistance, pressuremeter tests, friction capacity
Key Phrases - Capitalized Phrases (CAPs): (learn more)
Soil Mechanics, Union Station, University of Chicago, Journal of the Geotechnical Engineering Division, San Antonio, Field Soft, International Conference, Civil Engineering, Field Stiff, South Padre Island, New York, Electric Power Research Institute, Federal Highway Administration, Offshore Technology Conference, Research Report, College Station, Contractive Soils Under Undrained Conditions, Department of Transportation, First International Plaza, Lab Median, Lab Soft, Palo Alto, Standard Penetration Tests, University of Houston, Canadian Geotechnical Journal
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