Experimental investigations of the soil-water characteristics of a volcanic soil

Rain-induced landslides are common around the world. To analyse transient seepage and to predict pore- water pressure distribution in unsaturated slopes subjected to rainfall infiltration, it is essential to study soil-water char - acteristics and water permeability functions. The soil-water characteristic curve (SWCC) is a relationship between suc - tion and water content or degree of saturation. Conventionally, only the drying soil-water characteristic curve of soil specimens is determined in a pressure-plate extractor without the application of any external stress. In this paper, the influences of initial dry density and initial water content, history of drying and wetting, soil structure, and the stress state upon the desorption and adsorption soil-water characteristics of a completely decomposed volcanic soil in Hong Kong are examined and discussed. The experimental results presented are obtained by using a conventional volumetric pressure-plate extractor and a newly modified one-dimensional stress-controllable pressure-plate extractor with deforma - tion measurements. The SWCC of a recompacted specimen is very different from that of a natural specimen with the same initial soil density and initial water content. The SWCC of the recompacted specimen is highly dependent on the history of drying and wetting. The rates of desorption and adsorption are substantially higher at the first drying and wetting cycle than at the second drying and wetting cycle. The size of the hysteresis loop of the recompacted specimen is considerably larger than that of the natural specimens. The SWCC of soil is stress-state dependent. For recompacted specimens subjected to different stress states, the higher the applied stresses, the lower the rate of desorption and the smaller the size of the hysteresis loops. However, for natural specimens, the size of the hysteresis loops seems to be independent of the stress state. Under a higher applied stress, natural specimens exhibit lower rates of desorption and adsorption.

[1]  Peter Lumb,et al.  Slope failures in Hong Kong , 1975, Quarterly Journal of Engineering Geology.

[2]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

[3]  D. Hillel Environmental soil physics , 1998 .

[4]  R. H. Brooks,et al.  Properties of Porous Media Affecting Fluid Flow , 1966 .

[5]  S. Lee Barbour,et al.  Nineteenth Canadian Geotechnical Colloquium: The soil-water characteristic curve: a historical perspective , 1998 .

[6]  D. Fredlund,et al.  Effect of rainfall on matric suctions in a residual soil slope , 1996 .

[7]  M. Fukuoka,et al.  LANDSLIDES ASSOCIATED WITH RAINFALL , 1980 .

[8]  Andy Fourie,et al.  PREDICTING RAINFALL-INDUCED SLOPE INSTABILITY , 1996 .

[9]  Daniel Hillel,et al.  Introduction to soil physics , 1982 .

[10]  Y. Mualem,et al.  Hydraulic Conductivity of Unsaturated Soils: Prediction and Formulas , 2018, SSSA Book Series.

[11]  D. E. Daniel,et al.  Influence of Clods on the Hydraulic Conductivity of Compacted Clay , 1990 .

[12]  Charles Wang Wai Ng,et al.  A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage , 1998 .

[13]  G. C. Topp,et al.  Hysteretic Moisture Characteristics and Hydraulic Conductivities for Glass-Bead Media1 , 1966 .

[14]  D. Fredlund,et al.  Predicting the permeability function for unsaturated soils using the soil-water characteristic curve , 1994 .

[15]  T. William Lambe,et al.  The Structure of Compacted Clay , 1958 .

[16]  Craig H. Benson,et al.  Effect of Wet-Dry Cycling on Swelling and Hydraulic Conductivity of GCLs , 2000 .

[17]  J. D. Coleman,et al.  SOIL STRUCTURE IN RELATION TO SOIL SUCTION (pF) , 1954 .

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

[19]  D. E. Pufahl,et al.  Model for the prediction of shear strength with respect to soil suction , 1996 .

[20]  Yeou-Koung Tung,et al.  Three-dimensional numerical investigations of groundwater responses in an unsaturated slope subjected to various rainfall patterns , 2001 .

[21]  Charles Wang Wai Ng,et al.  Influence of Stress State on Soil-Water Characteristics and Slope Stability , 2000 .

[22]  Sai K. Vanapalli,et al.  THE INFLUENCE OF SOIL STRUCTURE AND STRESS HISTORY ON THE SOIL-WATER CHARACTERISTICS OF A COMPACTED TILL , 1999 .

[23]  F. G. Bell,et al.  Engineering properties of soils and rocks , 1981 .