Moisture Content Monitoring using a Nuclear Moisture Gauge and Preliminary Findings at Alabama Highway 5

[2]  S. Nazarian,et al.  Deep soil mixing (DSM) treatment of expansive soils , 2009 .

[3]  C. W. Bishop,et al.  Comparison of Neutron Moisture Gauges and a Neutron Tool for Use in Monitoring Wells , 1997 .

[4]  Dan Jackson,et al.  Insitu Measurement of Pavement Distress and Causal Mechanisms in Expansive Soil along Alabama Highway 5 , 2016 .

[5]  Delwyn G. Fredlund Volume change behavior of unsaturated soils , 1973 .

[6]  Dallas N. Little,et al.  Stabilization of Pavement Subgrades and Base Courses with Lime , 1995 .

[7]  P. Casey,et al.  Federal Highway Administration , 1994 .

[8]  W. Abeele Influence of access hole parameters on neutron moisture probe readings , 1978 .

[9]  John D. Nelson,et al.  Expansive Soils: Problems and Practice in Foundation and Pavement Engineering , 1992 .

[10]  Malcolm L. Steinberg,et al.  Deep Vertical Fabric Moisture Seals , 1980 .

[11]  Dallas N. Little,et al.  Review of Stabilization of Clays and Expansive Soils in Pavements and Lightly Loaded Structures—History, Practice, and Future , 2002 .

[12]  Robert L. Lytton,et al.  DESIGN PROCEDURE FOR PAVEMENTS ON EXPANSIVE SOILS. , 2005 .

[13]  M Steinberg,et al.  GEOMEMBRANES AND THE CONTROL OF EXPANSIVE SOILS IN CONSTRUCTION , 1998 .

[14]  Jorge G. Zornberg,et al.  Reinforcement of pavements over expansive clay subgrades , 2009 .

[15]  Malcolm L Steinberg VERTICAL MOISTURE BARRIER UPDATE , 1992 .

[16]  R. F. Miller,et al.  Approximating soil moisture characteristics from limited data: Empirical evidence and tentative model , 1974 .

[17]  Dallas N. Little,et al.  Recommended Practice for Stabilization of Sulfate Rich Subgrade Soils , 2009 .

[18]  L. Fleckenstein,et al.  Evaluation of Pavement Edge Drains and Their Effect on Pavement Performance , 1996 .

[19]  D Croney,et al.  MOVEMENT AND DISTRIBUTION OF WATER IN SOIL IN RELATION TO HIGHWAY DESIGN AND PERFORMANCE , 1958 .

[20]  Elizabeth Grace Stallings Investigation of Pavement and Subgrade Distress at Alabama Highway 5 , 2016 .

[21]  Laurence D. Wesley,et al.  Principle of Effective Stress , 2009 .

[22]  T. Scullion,et al.  Pavement Swelling and Heaving at State Highway 6 , 2012 .

[23]  D. Fredlund,et al.  Soil Mechanics for Unsaturated Soils , 1993 .

[24]  R. Evans,et al.  Construction of Vertical Moisture Barriers To Reduce Expansive Soil Subgrade Movement , 1999 .

[25]  Malcolm L Steinberg CONTROLLING EXPANSIVE SOIL DESTRUCTIVENESS BY DEEP VERTICAL GEOMEMBRANES ON FOUR HIGHWAYS , 1985 .

[26]  Qin Bing,et al.  On stress state variables of unsaturated soils , 2012 .

[27]  Raja Sekhar Madhyannapu,et al.  Deep Mixing Technology For Mitigation Of Swell-shrink Behavior Of Expansive Soils Of Moderate To Deep Active Depths , 2007 .

[28]  William M. Isenhower,et al.  Expansive soils—problems and practice in foundation and pavement engineering: (J. D. Nelson and D. J. Miller, Department of Civil Engineering, Colorado State University, Wiley, New York 1992, 259 pp, ISBN 0 471 51186 2) , 1993 .

[29]  P. R. Day,et al.  Pore Pressure and Suction in Soils , 1962 .

[30]  Doreen Eichel,et al.  Unsaturated Soil Mechanics In Engineering Practice , 2016 .