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Now showing items 671-680 of 862
Side slope design based on human tolerance to vehicle response
(Texas A&M University, 1970)
Not available
Scour around a circular pile due to oscillatory wave motion
(Texas A&M University, 1970)
Not available
Driver tension responses generated by various levels of intersection illumination
(Texas A&M University, 1962)
Not available
Effects of repetitive stressing on the strength and deformation of an angular, coarse sand
(Texas A&M University, 1962)
Not available
A study of lane distribution at signalized urban intersections
(Texas A&M University, 1962)
Not available
The effects of traffic on a performance prediction model
(Texas A&M University, 1995)
This thesis analyzes the use of different age and traffic combinations in determining the predicted condition of pavements. The purpose of this study is to develop improved performance prediction models using traffic data ...
Land application of poultry lagoon effluent
(Texas A&M University, 1996)
This research studied the effects of three poultry lagoon effluent application rates on two Sol 'I types and two vegetation systems. The purpose of this research was to determine the environmental impacts from the land ...
Field scale evaluation of the In Situ Permeable Flow Sensor and assessment of river-aquifer interaction at the Brazos River Hydrologic Field Site / by Andrew Scott Alden
(Texas A&M University, 1996)
Two In Situ Permeable Flow Sensors (ISPFS), recently developed by Dr. Sanford Ballard at Sandia National Laboratories, were field tested at the Brazos River Hydrologic Field Site near College Station, Texas. The Flow Sensors ...
Microbial petroleum degradation enhancement by oil spill bioremediation products
(Texas A&M University, 1996)
Biodegradation of an artificially weathered crude oil (Alaska North Slope) was compared using 13 different oil spill bioremediation agents. All products were evaluated under identical conditions emulating a marine environment. ...
An evaluation of alternative horizontal curve design approaches for rural two-lane highways
(Texas A&M University, 1995)
Not available