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A.P. Hamblin

Bio: A.P. Hamblin is an academic researcher from University of Western Australia. The author has an hindex of 1, co-authored 1 publications receiving 183 citations.

Papers
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Journal ArticleDOI
TL;DR: In this paper, a more general use of the filter-paper method for measuring soil-water potential over a very wide range of values is advocated, both for in situ and laboratory situations.

188 citations


Cited by
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Book ChapterDOI
01 Jan 1997
TL;DR: This chapter focuses on the techniques used for identifying, isolating, propagating, assay, assaying, and preserving nematodes that are parasitic in or pathogenic to insects.
Abstract: Publisher Summary This chapter focuses on the techniques used for identifying, isolating, propagating, assaying, and preserving nematodes that are parasitic in or pathogenic to insects. Nematodes are nonsegmented animals with excretory, nervous, digestive, reproductive, and muscular systems but lacking circulatory and respiratory systems. The stage of entomogenous and entomopathogenic nematodes that is infective varies depending on the group. A good stereomicroscope is essential for nematode identification and should have a range of magnification between 10 and 100X, a fairly fiat field, and good resolution. The gonads and other structures of fixed nematodes may be obscured by the granular appearance of the intestine. Specimens can be cleared by processing to lactophenol or glycerin. The cephalic structures and the number of longitudinal chords are diagnostic characters for genetic or specific determination of certain groups of nematodes. Extraction methods for insect nematodes are derived from techniques developed with plant-parasitic nematodes. It is found that the most common methods are the Baermann funnel, sieving, elutriation, and centrifugal flotation.

1,041 citations

Book
28 Oct 2002
TL;DR: Porous Materials Water in Porous Materials Flow in porous materials Unsaturated Flows UnSaturated Flow in Building Physics Composite Materials Evaporation and Drying Topics in Water Transport Appendices Symbols Used Properties of Water Minerals, Salts and Solutions Other Liquids Other Data as mentioned in this paper
Abstract: Porous Materials Water in Porous Materials Flow in Porous Materials Unsaturated Flows Unsaturated Flow in Building Physics Composite Materials Evaporation and Drying Topics in Water Transport Appendices Symbols Used Properties of Water Minerals, Salts and Solutions Other Liquids Other Data

515 citations

Journal ArticleDOI
TL;DR: In this paper, the authors present a literature review of the factors affecting the accuracy of the filter paper method and identifies gaps in the current knowledge of the method and also conduct an experimental study to clarify some of the differences between the two most commonly used filter papers for suction measurements.
Abstract: The filter paper method is used as an indirect means of measuring soil suctions. The advantages of the method include its simplicity, its low cost, and its ability to measure a wide range of suctions. The filter paper method has also been used in the field to measure soil suctions. However, the simplicity of the filter paper method has led to an inadequate understanding of the method and, therefore, improper usage. Recent findings have highlighted the need for more precautions in the use of the filter paper method for suction measurements. This paper presents a literature review of the factors affecting the accuracy of the filter paper method and identifies gaps in the current knowledge of the method. An experimental study was also conducted to clarify some of the factors affecting the response of the two most commonly used filter papers for suction measurements. Whatman No. 42 and Schleicher and Schuell No. 589. Calibration curves of the filter papers show that the water content-suction relationships are different for total and matric suctions. The total suction calibration curve is not very sensitive to applied suctions less than 1000 kPa. The calibration curves obtained for total suction are different from those recommended in ASTM D 5298-94, suggesting that the ASTM D 5298-94 equations should not be used for total suction. Instead of existing bilinear equations, new equations are proposed to describe the total and matric suction calibration curves. All the equations were evaluated using the filter paper method to measure the suction of soil specimens of known matric suctions.

180 citations

Journal ArticleDOI
TL;DR: The results supported the hypothesis that spores of four species of VA mycorrhizal fungi were innately dormant when first formed and suggest that changes occurred with close synchrony, however newly-quiescent spores were effective propagules.
Abstract: Spores of four species of VA mycorrhizal fungi were unable to germinate when first formed. The change in their capacity to germinate was examined by using populations of newly-formed spores with a narrow age range. Percentage germination and length of hyphae produced by the spores when incubated in soil or on nutrient agar media was measured during storage at constant temperatures between 5 and 37 °C in both wet (−0.15 MPa) and dry (−300 MPa) soil. The results supported the hypothesis that spores of these species were innately dormant when first formed and suggest that changes occurred with close synchrony. The dormancy period in wet soil was approximately 6 weeks for Glomus caledonium and G. monosporum , and 12 weeks for Gigaspora calospora . This period was significantly reduced to 1 week for the Glomus spp. and 6 weeks for Gigaspora calospora in dry soil. For Acaulospora laevis the dormancy period was 6 months under all conditions. Plant roots had no effect on the change to quiescence of spores of any species, however newly-quiescent spores were effective propagules.

163 citations

Journal ArticleDOI
TL;DR: In this article, a unified constitutive model for unsaturated soils is presented in a critical state framework using the concepts of effective stress and bounding surface plasticity theory, considering the effects of unsaturation and particle crushing in the definition of the critical state.
Abstract: A unified constitutive model for unsaturated soils is presented in a critical state framework using the concepts of effective stress and bounding surface plasticity theory. Consideration is given to the effects of unsaturation and particle crushing in the definition of the critical state. A simple isotropic elastic rule is adopted. A loading surface and a bounding surface of the same shape are defined using simple and versatile functions. The bounding surface and elastic rules lead to the existence of a limiting isotropic compression line, towards which the stress trajectories of all isotropic compression load paths approach. A non-associated flow rule of the same general form is assumed for all soil types. Isotropic hardening/softening occurs due to changes in plastic volumetric strains as well as suction for some unsaturated soils, enabling the phenomenon of volumetric collapse upon wetting to be accounted for. The model is used to simulate the stress–strain behaviour observed in unsaturated speswhite kaolin subjected to three triaxial test load paths. The fit between simulation and experiment is improved compared to that of other constitutive models developed using conventional Cam-Clay-based plasticity theory and calibrated using the same set of data. Also, the model is used to simulate to a high degree of accuracy the stress–strain behaviour observed in unsaturated Kurnell sand subjected to two triaxial test load paths and the oedometric compression load path. For oedometric compression theoretical simulations indicate that the suction was not sufficiently large to cause samples to separate from the confining ring. Copyright © 2005 John Wiley & Sons, Ltd.

155 citations