Now showing items 1-7 of 7

    • Castello, Reno Reine (Texas A&M University. Libraries, )
      A thorough review of the literature regarding bearing capacity theories and experimental studies for piles driven in sand has been made. Experimental studies indicate that the theories currently used to predict pile bearing ...
    • Vyas, Yogesh Kanaiyalal (Texas A&M University. Libraries, 1977)
      The purpose of the research reported here was to develop empirical capability of predicting the erosion rates of cohesionless dredged material islands for wave and wind environment similar to that of the Upper Laguna Madre, ...
    • Mathewson, C. C.; Cason, C. L. (Texas Water Resources Institute, 1980-07)
      Fuel shortages and resultant rising fuel costs as well as federal policies prompting energy independence have served to encourage power companies to exploit available lignite deposits of the western states as a viable fuel ...
    • Mathewson, C. C.; Minter, L. L. (Texas Water Resources Institute, 1976-08)
      Major dam and reservoir development within the Brazos River Basin is correlative with a significant decrease in the suspended sediment load of the river and with increased coastal erosion rates near the delta. A hydrologic ...
    • Shuler, Thomas Scott (Texas A&M University. Libraries, 1985)
      Two experimental test roads containing asphalt-rubber interlayers were constructed. Both test pavements were designed as statistical experiments such that future performance analysis could be obtained. Precondition surveys ...
    • Dyke, Lawrence Dana (Texas A&M University. Libraries, 1979)
      A detailed survey of two tracts of houses on sloping terrain underlain by expansible clay-rich soils indicates that expansive soils are especially susceptible to downhill creep. This poses an additional threat on top of ...
    • Little, Dallas Neville (Texas A&M University. Libraries, )
      The principles of rational pavement analysis were used in this study together with in-situ non-destructive testing to evaluate the structural performance of recycled pavement materials under load. An extensive literature ...