• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
Charles Wang-Wai Ng. Atmosphere-plant-soil interactions: theories and mechanisms[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 1-47. DOI: 10.11779/CJGE201701001
Citation: Charles Wang-Wai Ng. Atmosphere-plant-soil interactions: theories and mechanisms[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 1-47. DOI: 10.11779/CJGE201701001

Atmosphere-plant-soil interactions: theories and mechanisms

More Information
  • Received Date: December 12, 2016
  • Published Date: January 24, 2017
  • Plants are sophisticated and intelligent natural construction materials. They can be used for enhancing the stability of shallow soil slopes and minimizing surface erosion. It is evident that the use of plants can be low-cost, sustainable (almost maintenance free) and environmentally friendly. Not only can plant roots provide mechanical reinforcement, they can also induce soil suction via evapotranspiration (hydrological effects) to increase soil shear strength and to reduce water permeability for minimizing rainfall infiltration in the ground. Most previous researches have mainly focused on the mechanical effects of roots, while the mechanisms and contributions of induced soil suction to slope stability are often ignored. A multi-disciplinary research team led by the author has carried out an in-depth study on the mechanisms of atmosphere-plant-soil interactions based on the advanced theories of unsaturated soils and plant characteristics. New constitutive models are developed to estimate the water retention ability of vegetated soils and to simulate conjunctive surface and subsurface transient flow considering different root architectures. In addition, a new analytical model is derived to calculate soil suction induced by roots having one of four architectures (i.e., exponential, triangular, uniform and parabolic distributions with depth) and thereby to predict the factor of safety of vegetated soil slopes. Moreover, a novel artificial model root system is developed to simulate both mechanical and hydrological effects of roots in centrifuge. The influences of root architectures on induced suction, slope stability and deformation mechanisms are investigated. The experimental and theoretical results reveal that (1) vegetated soil is able to retain higher suction than bare soil under both drying and wetting conditions; (2) for Schefflera heptaphylla (Ivy tree), a commonly found plant species in many Asian countries, there is a linear relationship between root area index and leaf area index, which in turn has an approximately linear relationship with evapotranspiration-induced soil suction; (3) fungi can significantly increase root tensile strength and therefore enhance the mechanical reinforcement effects of roots; (4) among the four types of roots investigated, the exponential one induces the highest suction and hence is the most effective in stabilizing shallow soil slopes. Through extensive laboratory testing, field monitoring, centrifuge modelling and theoretical analysis, this study has established a theoretical framework, developed a novel testing technique in centrifuge and contributed towards the fundamental understanding of atmosphere-plant-soil interactions. The findings from this study also provide a scientific basis for the design of vegetated soil slopes.
  • [1]
    ZOU X K, ZHAI P M. Relationship between vegetation coverage and spring dust storms over Northern China[J]. Journal of Geophysical Research, 2004, 109: D03104.
    [2]
    MORGAN R P C. Soil erosion and conservation[M]. 2nd ed. Harlow: Longman, 1995.
    [3]
    LEE E H, JOHN B J. Examining the impact of wind and surface vegetation on the Asian dust occurrence over three classified source regions[J]. Journal of Geophysical Research: Atmosphere, 2009, 114: D06205.
    [4]
    EDLEFSEN N E, ANDERSON A B. Thermodynamics of soil moisture[J]. Hilgardia, 1943, 15: 31-298.
    [5]
    RICHARDS L. Measuring of the free energy of soil moisture by psychrometric technique using thermistors[C]// Moisture Equilibria and Moisture Changes in Soils Beneath Covered Areas. Butterworths, 1965: 39-46.
    [6]
    FREDLUND D G, RAHARDJO H. Soil mechanics for unsaturated soils[M]. New York: Wiley, 1993.
    [7]
    NG C W W, MENZIES B. Advanced unsaturated soil mechanics and engineering[M]. London: Taylor & Francis, 2007.
    [8]
    WU T H, MICKINNELL III W P, SWANSTON D N. Strength of tree-roots and landslides on Prince of Wales Island, Alaska[J]. Canadian Geotechnical Journal, 1979, 16: 19-33.
    [9]
    POLLEN N, SIMON A. Estimating the mechanical effects of riparian vegetation on stream bank stability using a fiber bundle model[J]. Water Resources Research, 2005, 41: W07025.
    [10]
    VANAPALLI S K, FREDLUND D G, PUFAHI D E, et al. Model for the prediction of shear strength with respect to soil suction[J]. Canadian Geotechnical Journal, 1996, 33: 379-392.
    [11]
    NG C W W, ZHOU R Z B. Effects of soil suction on dilatancy of an unsaturated soil[C]// Proceeding of the 16th ICSMGE. Osaka, 2005, 2: 559-562.
    [12]
    GYSSELS G, POESEN J, BOCHET E, et al. Impact of plant roots on the resistance of soils to erosion by water: a review[J]. Progress in Physical Geography, 2005, 29(2): 189-217.
    [13]
    ZHU H, ZHANG L M. Evaluating suction profile in a vegetated slope considering uncertainty in transpiration[J]. Computers and Geotechnics, 2015, 63: 112-120.
    [14]
    FREDLUND D G, XING A, HUANG S. Predicting the permeability function for unsaturated soils using the soil-water characteristic curve[J]. Canadian Geotechnical Journal, 1994, 31: 533-546.
    [15]
    SMITH S E, READ D J. Mycorrhizal symbiosis[M]. 3rd ed. London: Academic Press, 2008.
    [16]
    WHITE P J, BROWN P H. Plant nutrition for sustainable development and global health[J]. Annals of Botany, 2010, 105(7): 1073-1080.
    [17]
    BLIGHT G E. Interactions between the atmosphere and the earth[J]. Géotechnique, 1997, 47(4): 715-767.
    [18]
    NG C W W, PANG Y. Influence of stress state on soil-water characteristics and slope stability[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2000, 126(2): 157-166.
    [19]
    MCELRONE A J, CHOAT B, GAMBETTA G A, et al. Water uptake and transport in vascular plants[J]. Nature Education Knowledge, 2013, 4(5): 6-18.
    [20]
    GARDNER W R. Dynamic aspects of water availability to plants[J]. Soil Science, 1960, 89(2): 63-73.
    [21]
    AUGÉ R M. Water relations drought and vesicular-arbuscular mycorrhizal symbiosis[J]. Mycorrhiza, 2001, 11(1): 3-42.
    [22]
    SCHIMEL D S. Terrestrial ecosystems and the carbon cycle[J]. Global Change Biology, 1995, 1(1): 77-91.
    [23]
    MORAN L A, HORTON R A, SCRIMGEOUR G, et al. Principles of biochemistry[M]. 5th ed. Boston: Prentice Hall, 2011.
    [24]
    ONTL T A, SCHULTE L A. Soil carbon storage[J]. Nature Education Knowledge, 2012, 3(10): 35.
    . Maryland: American Society of Plant Physiologists, 2009.
    [25]
    GALLOWAY J N, TOWNSEND A R, ERISMAN J W, et al. Transformation of the nitrogen cycle: recent trends, questions and potential solutions[J]. Science, 2008, 320(5878): 889-892.
    [26]
    LU M, YANG Y, LUO Y, et al. Responses of ecosystem nitrogen cycle to nitrogen addition: a meta-analysis[J]. New Phytologist, 2011, 189(4): 1040-1050.
    [27]
    SCHACHTMAN D P, REID R J, AYLING S M. Phosphorus uptake by plants: from soil to cell[J]. Plant Physiology, 1998, 116(2): 447-453.
    [28]
    KELLOGG W W, CADLE R D, ALLEN E R, et al. The sulfur cycle[J]. Science, 1972, 175(4022): 587-596.
    [29]
    JØRGENSEN B B. The sulfur cycle of a coastal marine sediment (Limfjorden Denmark)[J]. Limnology and Oceanography, 1977, 22(5): 814-832.
    [30]
    THE PLANT LIST. [DB/OL]. The plant list, a working list of all plant species: statistics. http://www.theplantlist.org. 2013.
    [31]
    CAIRD M A, RICHARDS J H, DONOVAN L A. Nighttime stomatal conductance and transpiration in C3 and C4 plants[J]. Plant Physiology, 2007, 43(1): 4-10.
    [32]
    DAWSON T E, BURGESS S S O, TU K P, et al. Nighttime transpiration in woody plants from contrasting ecosystems[J]. Tree Physiology, 2007, 27(4): 561-575.
    [33]
    MCCULLY M E. Roots in soil: unearthing the complexities of roots and their rhizospheres[J]. Annual Review of Plant Biology, 1999, 50(1): 695-718.
    [34]
    STEUDLE E. Water uptake by plant roots: an integration of views[J]. Plant Soil, 2000, 226(1): 45-56.
    [35]
    MAUREL C, VERDOUCQ L, LUU D T, et al. Plant aquaporins: membrane channels with multiple integrated functions[J]. Annual Review of Plant Biology, 2008, 59(1): 595-624.
    [36]
    MAUREL C, CHRISPEELS M J. Aquaporins a molecular entry into plant water relations[J]. Plant Physiology, 2001, 125(1): 135-138.
    [37]
    SACK L, TYREE M T. Leaf hydraulics and its implications in plant structure and function[M]// HOLBROOK N M,ZWIENIECKI M A, eds. Vascular Transport in Plants. London:Elsevier Academic Press, 2005: 93-114.
    [38]
    NOBEL P S. Physicochemical and environmental plant physiology[M]. London: Academic Press, 2009.
    [39]
    WHEELER T D, STROOCK A D. The transpiration of water at negative pressures in a synthetic tree[J]. Nature, 2008, 455(7210): 208-212.
    [40]
    TYREE M T, SPERRY J S. Vulnerability of xylem to cavitation and embolism[J]. Annual Review of Plant Physiology and Plant Molecular Biology, 1989, 40(1): 19-36.
    [41]
    HACKE U G, STILLER V, SPERRY J S, et al. Cavitation fatigue. Embolism and refilling cycles can weaken the cavitation resistance of xylem[J]. Plant Physiology, 2001, 125(2): 779-786.
    [42]
    BRODERSEN C R, MCELRONE A J, CHOAT B, et al. The dynamics of embolism repair in xylem: in vivo visualizations using high-resolution computed tomography[J]. Plant Physiology, 2010, 154(3): 1088-1095.
    [43]
    LODISH H, BERK A, MATSUDAIRA P, et al. Molecular cell biology[M]. 5th ed. New York:W H Freeman & Company, 2003.
    [44]
    SCHROEDER J I, ALLEN G J, HUGOUVIEUX V, et al. Guard cell signal transduction[J]. Annual Review of Plant Physiology and Plant Molecular Biology, 2001, 52(1): 627-658.
    [45]
    NG C W W, LIU H W, FENG S. Analytical solutions for calculating pore-water pressure in an infinite unsaturated slope with different root architectures[J]. Canadian Geotechnical Journal, 2015, 52(12): 1981-1992.
    [46]
    NG C W W, NI J J, LEUNG A K, et al. Effects of planting density on tree growth and induced soil suction[J]. Géotechnique, 2016, 66(9): 711-724.
    [47]
    PENMAN H L. Natural evaporation from open water, bare soil and grass[J]. Proceedings of the Royal Society of London A: Mathematical Physical and Engineering Sciences. 1948, 193(1032): 120-145.
    [48]
    LADEKARL U L, NØRNBERG P, RASMUSSEN K R, et al. Effects of a heather beetle attack on soil moisture and water balance at a Danish heathland[J]. Plant and Soil, 2001, 229(1): 147-158.
    [49]
    BLIGHT G E. Desiccation of a clay by grass, bushes and trees[J]. Geotechnical and Geological Engineering, 2005, 23(6): 697-720.
    [50]
    SAHA S, STRAZISAR T M, MENGES E S, et al. Linking the patterns in soil moisture to leaf water potential stomatal conductance growth and mortality of dominant shrubs in the Florida scrub ecosystem[J]. Plant and Soil, 2008, 313(1): 113-127.
    [51]
    NG C W W, GARG A, LEUNG A K, et al. Relationships between leaf and root area indices and soil suction induced during drying-wetting cycles[J]. Ecological Engineering, 2016b, 91: 113-118.
    [52]
    RASBAND W S. ImageJ[CP/DK]. United State National Institutes of Health, Bethesda, Maryland. http://imagej. nih.gov/ij, 2011.
    [53]
    GARG A, LEUNG A K, NG C W W. Comparisons of soil suction induced by evapotranspiration and transpiration of S. heptaphylla [J]. Canadian Geotechnical Journal, 2015, 52(12): 2149-2155.
    [54]
    JACKSON R B, MOONEY H A, SCHULZE E D. A global budget for fine root biomass surface area and nutrient contents[J]. Proceedings of the National Academy of Sciences, 1997, 94: 7362-7366.
    [55]
    SEGAL E, KUSHNIR T, MUALEM Y, et al. Water uptake and hydraulics of the root hair rhizosphere[J]. Vadose Zone Journal, 2008, 7(3): 1027-1034.
    [56]
    SMUCKER A J M, MCBURNEY S L, SRIVASTAVA A K. Quantitative separation of roots from compacted soil profiles by the hydropneumatic elutriation system[J]. Agronomy Journal, 1982, 74(3): 500-503.
    [57]
    LÓPEZ B, SABATÉ S, GRACIA C A. Vertical distribution of fine root density, length density, area index and mean diameter in a Quercus ilex forest[J]. Tree Physiology, 2001, 21(8): 555-560.
    [58]
    MIKULKA J, GESCHEIDTOVÁ E, BARTUŠEK K. Evaluation of errors in manual image processing[C]// Progress in Electromagnetics Research Symposium(PIERS) Proceeding. Suzhou, 2011: 84-86.
    [59]
    NG C W W, NI J J, LEUNG A K, et al. A new and simple water retention model for root-permeated soils[J]. Géotechnique Letters, 2016, 6(1): 106-111.
    [60]
    GRAY D H, LEISER A T. Biotechnical slope protection and erosion control[M]. New York: Van Nostrand Reinhold Company Inc, 1982.
    [61]
    MCNAUGHT A D, WILKINSON A. Compendium of Chemical Terminology - International Union of Pure and Applied Chemistry Recommendations[M]. 2nd ed. Oxford: Wiley, 1997.
    [62]
    KIRSCHBAUM M U F. Direct and indirect climate change effects on photosynthesis and transpiration[J]. Plant Biology, 2004, 6: 242-253.
    [63]
    SIMON A, COLLISON A J C. Quantifying the mechanical and hydrologic effects of riparian vegetation on streambank stability[J]. Earth Surface Processes and Landforms, 2002, 27: 527-546.
    [64]
    CORNELISSEN J H C, LAVOREL S, GARNIER E, et al. A handbook of protocols for standardised and easy measurement of plant functional traits worldwide[J]. Australian Journal of Botony, 2003, 51: 335-380.
    [65]
    HAU B C H, CORLETT R T. Factors affecting the early survival and growth of native tree seedlings planted on a degraded hillside grassland in Hong Kong, China[J]. Restoration Ecology, 2003, 11(4): 483-488.
    [66]
    ASTM.Standard practice for classification of soils for engineering purposes (Unified Soil Classification System)[S]. West Conshohocken PA: American Society for Testing and Materials, 2010.
    [67]
    JARVIS P G, MCNAUGHTON K G. Stomatal control of transpiration: scaling up from leaf to region[J]. Advances in Ecological Research, 1986, 15: 1-19.
    [68]
    LEUNG A K, GARG A, NG C W W. Effects of plant roots on soil-water retention and induced suction in vegetated soil[J]. Engineering Geology, 2015a, 193: 183-197.
    [69]
    LAM C C, LEUNG Y K. Extreme rainfall statistics and design rainstorm profiles at selected locations in Hong Kong[R]. Royal Observatory, Hong Kong, 1995.
    [70]
    SIDLE R C, PEARCE A J, O’LOUGHLN C L. Water Resource Monographs 11 Hillslope Stability and Land Use[M]. Washington D C: American Geophysical Union, 1985.
    [71]
    SNYDER K A, RICHARDS J H, DONOVAN L A. Night-time conductance in C3 and C4 species: do plants lose water at night?[J]. Journal of Experimental Botany, 2003, 54(383): 861-865.
    [72]
    NG C W W, WOON K X, LEUNG A K, et al. Experimental investigation of induced suction distributions in a grass-covered soil[J]. Ecological Engineering, 2013, 52: 219-223.
    [73]
    POLLEN-BANKHEAD N, SIMON A. Hydrologic and hydraulic effects of riparian root networks on streambank stability: is mechanical root-reinforcement the whole story?[J]. Geomorphology, 2010, 116(3/4): 353-362.
    [74]
    NI J J, LEUNG A K, NG C W W, et al. Investigation of plant growth and transpiration-induced suction under mixed grass-tree conditions[J]. Canadian Geotechnical Journal, 2016. DOI: 101139/cgj-2016-0226.
    [75]
    BUTLER A J, BARBIER N, ČERMÁK J, et al. Estimates and relationships between aboveground and belowground resource exchange surface areas in a Sitka spruce managed forest[J]. Tree Physiology, 2010, 30(6): 705-714.
    [76]
    SPERRY J S, ADLER F R, CAMPBELL G S, et al. Limitation of plant water use by rhizosphere and xylem conductance: results from a model[J]. Plant Cell & Environment, 1998, 21: 347-359.
    [77]
    REICH P B. Root-shoot relations: optimality in acclimation and adaptation or the ‘Emperor’s New Clothes’[M]// Plant Roots: Hidden Half. New York: Marcel Dekker Inc, 2002: 205-220.
    [78]
    RITCHIE J T. Model for predicting evaporation from a row crop with incomplete cover[J]. Water Resources Research, 1972, 8: 1204-1213.
    [79]
    ALLEN R G, PEREIRA L S, RAES D, et al. Crop evapotranspiration: guidelines for computing crop water requirements food and agriculture organization’s irrigation and drainage paper.56[R]. Rome Italy: Food and Agriculture Organization, 1998.
    [80]
    UNGER P W, KASPAR T C. Soil compaction and root growth: a review[J]. Agronomy Journal, 1994, 86(5): 759-766.
    [81]
    BENGOUGH A G, MULLINS C E. Mechanical impedance to root growth: a review of experimental techniques and root growth responses[J]. Soil Science, 1990, 41: 341-358.
    [82]
    LIPIEC J, HAKANSSON I. Influences of degree of compactness and matric water tension on some important plant growth factors[J]. Soil & Tillage Research, 2000, 53: 87-94.
    [83]
    NG C W W, LEUNG A K, WOON K X. Effects of soil density on grass-induced suction distributions in compacted soil subjected to rainfall[J]. Canadian Geotechnical Journal, 2014a, 51(3): 311-321.
    [84]
    HO M Y, NG C W W, HO K K S, et al. State-dependent soil water characteristic curves of weathered soils[C]// In Proceedings of Unsaturated Soils 2006. Phoenix, 2006, 2: 1302-1313.
    [85]
    ROMERO E, GENS A, LLORET A. Water permeability water retention and microstructure of unsaturated compacted boom clay[J]. Engineering Geology, 1999, 54(1/2): 117-127.
    [86]
    NG C W W, LEUNG A K. Measurements of drying and wetting permeability functions using a new stress-controllable soil column[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2012, 138(1): 58-68.
    [87]
    GABRM A, AKRAN M, TAYLOR H M. Effect of simulated roots on the permeability of silty soil[J]. Geotechnical Testing Journal, ASTM, 1995, 18(1): 112-115.
    [88]
    HUAT B B K, ALI F H J, LOW T H. Water infiltration characteristics of unsaturated soil slope and its effect on suction and stability[J]. Geotechnical and Geological Engineering, 2006, 24(5): 1293-1306.
    [89]
    ARAVENA J E, BERLI M, GHEZZEHEI T A, et al. Effects of root-induced compaction on rhizosphere hydraulic properties - X-ray microtomography imaging and numerical simulations[J]. Environmental Science & Technology, 2011, 45(2): 425-431.
    [90]
    GALLIPOLI D, WHEELER S J, KARSTUNEN M. Modelling the variation of degree of saturation in a deformable unsaturated soil[J]. Géotechnique, 2003, 53(1): 105-112.
    [91]
    ASTM.Standard test method for infiltration rate of soils in field using double-ring infiltrometer[S]. West Conshohocken PA: American Society for Testing and Materials, 2009.
    [92]
    LEUNG A K, GARG A, COO J L, et al. Effects of the roots of Cynodon dactylon and Schefflera heptaphylla on water infiltration rate and soil hydraulic conductivity[J]. Hydrological Processes, 2015b, 29(15): 3342-3354.
    [93]
    BUCZKO U, BENS O, HÜTTL R F. Changes in soil water repellency in a pine-beech forest transformation chronosequence: influence of antecedent rainfall and air temperatures[J]. Ecological Engineering, 2007, 31(3): 154-164.
    [94]
    SCANLAN C A, HINZ C. Insight into the processes and effects of root induced changes to soil hydraulic properties[C]// 19th World Congress of Soil Science Soil Solutions for a Changing World. Brisbane, 2010: 41-44.
    [95]
    NG C W W, XU J, CHEN R. All-weather landfill soil cover system for preventing water infiltration and landfill gas emission: U.S. 9101968 B2[P]. 2015.
    [96]
    NG C W W, COO J L, CHEN Z K, et al. Water infiltration on a new three-layer landfill cover system[J]. Journal of Environmental Engineering, ASCE, 2016, 142(5).
    [97]
    NG C W W, LIU J, CHEN R, et al. Physical and numerical modeling of an inclined three - layer (silt/gravelly sand/clay) capillary barrier cover system under extreme rainfall[J]. Waste Management, 2015, 38: 210-221.
    [98]
    GRAY D H, SOTIR R B. Biotechnical and soil bioengineering slope stabilization: a practical guide for erosion control[M]. New York: Wiley, 1996.
    [99]
    THORNE C. Effects of vegetation on river bank erosion and stability[M]. Chichester: Wiley, 1990.
    [100]
    ABERNETHY B, RUTHERFURD I D. The distribution and strength of riparian tree roots in relation to riverbank reinforcement[J]. Hydrological Processes, 2001, 15: 63-79.
    [101]
    ADHIKARI A R, GAUTAM M R, YU Z, et al. Estimation of root cohesion for desert shrub species in the Lower Colorado riparian ecosystem and its potential for streambank stabilization[J]. Ecological Engineering, 2013, 51: 33-44.
    [102]
    WALDRON L J. The shear resistance of root-permeated homogeneous and stratified soil[J]. Soil Science Society of America Journal, 1977, 41(5): 843-849.
    [103]
    WALDRON L J, DAKESSIAN S. Soil reinforcement by roots: calculation of increased soil shear resistance from root properties[J]. Soil Science, 1981, 132(6): 427-435.
    [104]
    FIORILLI V, CATONI M, MIOZZI L, et al. Global and cell-type gene expression profiles in tomato plants colonized by an arbuscular mycorrhizal fungus[J]. New Phytologist, 2009, 184(4): 975-987.
    [105]
    TAYLOR N G. Cellulose biosynthesis and deposition in higher plants[J]. New Phytologist, 2008, 178(2): 239-252.
    [106]
    WONG C C, WU S C, KUEK C, et al. The role of mycorrhizae associated with vetiver grown in Pb-/Zn-contaminated soils: greenhouse study[J]. Restoration Ecology, 2007, 15(10): 60-67.
    [107]
    LEHMANN J, JOSEPH S. Biochar for environmental management: science and technology[M]. London: Earthscan, 2009.
    [108]
    LEHMANN J, GAUNT J, RONDON M. Bio-char sequestration in terrestrial ecosystems - A review[J]. Mitigation and Adaptation Strategies for Global Change, 2006, 11(2): 395-419.
    [109]
    CHEN X W, WONG J T F, NG C W W, et al. Feasibility of biochar application on a landfill final cover - a review on balancing ecology and shallow slope stability[J]. Environmental Science and Pollution Research, 2015, 23(8): 1-15.
    [110]
    WONG J T F, CHEN Z K, NG C W W, et al. Gas permeability of biochar-amended clay: potential alternative landfill final cover material[J]. Environmental Science and Pollution Research, 2015, 23(8): 7126-7131.
    [111]
    WONG J T F, CHEN Z K, CHEN X W, et al. Soil-water retention behavior of compacted biochar-amended clay: a novel landfill final cover material[J]. Journal of Soils and Sediments, 2016: 1-9.
    [112]
    INDRARATNA B, FATAHI B, KHABBAZ H. Numerical analysis of matric suction effects of tree roots[J]. Geotechnical Engineering, 2006, 159(2): 77-90.
    [113]
    NYAMBAYO V P, POTTS D M. Numerical simulation of evapotranspiration using a root water uptake model[J]. Computers and Geotechnics, 2010, 37(1): 175-186.
    [114]
    DE BAETS S, POESEN J, KNAPEN A, et al. Impact of root architecture on the erosion-reducing potential of roots during concentrated flow[J]. Earth Surface Processes and Landforms, 2007, 32(9): 1323-1345.
    [115]
    NG C W W, LEUNG A K, KAMCHOOM V, et al. A novel root system for simulating transpiration-induced soil suction in centrifuge[J]. Geotechnical Testing Journal, ASTM, 2014b, 37(5): 1-15.
    [116]
    REES S W, ALI N. Tree induced soil suction and slope stability[J]. Geomechanics and Geoengineering, 2012, 7(2): 103-113.
    [117]
    GREENWOOD J R, NORRIS J E, WINT J. Assessing the contribution of vegetation to slope stability[J]. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering.2004, 157(4): 199-207.
    [118]
    NG C W W, KAMCHOOM V, LEUNG A K. Centrifuge modelling of the effects of root geometry on transpiration-induced suction and stability of vegetated slopes[J]. Landslides, 2015: 1-14.
    [119]
    CHILDS E C. An introduction to the physical basis of soil water phenomena[M]. London: Wiley, 1969.
    [120]
    HOPMANS J W, BRISTOW K L. Current capabilities and future needs of root water uptake and nutrient uptake modeling[J]. Advances in Agronomy, 2002, 77: 103-183.
    [121]
    RAATS P A C. Uptake of water from soils by plant roots[J]. Transport in Porous Media, 2007, 68(1): 5-28.
    [122]
    EL MAAYAR M, PRICE D T, CHEN J M. Simulating daily, monthly and annual water balances in a land surface model using alternative root water uptake schemes[J]. Advances in Water Resources, 2009, 32(9): 1444-1459.
    [123]
    FEDDES R A, KOWALIK P J, ZARADNY H. Simulation of field water use and crop yield[M]. Wageningen: Centre for Agricultural Publishing and Documentation, 1978.
    [124]
    LYNCH J. Root architecture and plant productivity[J]. Plant Physiology, 1995, 109(1): 7-13.
    [125]
    GHESTEM M, SIDLE R C, STOKES A. The influence of plant root systems on subsurface flow: implications for slope stability[J]. Bioscience, 2011, 61(12): 869-879.
    [126]
    ZHAN T L, JIA G W, CHEN Y M, et al. An analytical solution for rainfall infiltration into an unsaturated infinite slope and its application to slope stability analysis[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37(12): 1737-1760.
    [127]
    POLYANIN A D. Handbook of linear partial differential equations for engineers and scientists[M]. London: Chapman & Hall/CRC, 2002.
    [128]
    DANJON F, BARKER D H, DREXHAGE M, et al. Using three-dimensional plant root architecture in models of shallow-slope stability[J]. Annals of Botany, 2008, 101(8): 1281-1293.
    [129]
    DANJON F, KHUDER H, STOKES A. Deep phenotyping of coarse root architecture in R pseudoacacia reveals that tree root system plasticity is confined within its architectural model[J]. PloS ONE, 2013, 8(12): e83548.
    [130]
    GARDNER W R. Some steady-state solutions of the unsaturated moisture flow equation with application to evaporation from a water table [J]. Soil Science, 1958, 85(4): 228-232.
    [131]
    CHIU C F. Behaviour of unsaturated loosely compacted weathered materials[D]. Hong Kong: Hong Kong University of Science and Technology, 2001.
    [132]
    LEUNG A K, NG C W W. Analyses of groundwater flow and plant evapotranspiration in a vegetated soil slope[J]. Canadian Geotechnical Journal, 2013, 50(12): 1204-1218.
    [133]
    NG C W W, SHI Q. A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage[J]. Computers and Geotechnics, 1998, 22(1): 1-28.
    [134]
    GAN Z, ZHOU Z, LIU W. Vertical distribution and seasonal dynamics of fine root parameters for apple trees of different ages on the loess plateau of China[J]. Agricultural Sciences in China, 2010, 9: 46-55.
    [135]
    ZHAI Y, LAW K T, LEE C F. Shear behaviour of CDG loose fill under undrained triaxial compression[C]// Symposium on Slope Hazards and Their Prevention. Hong Kong, 2000: 338-343.
    [136]
    NG C W W, WANG B, TUNG Y K. Three-dimensional numerical investigations of groundwater responses in an unsaturated slope subjected to various rainfall patterns[J]. Canadian Geotechnical Journal, 2001, 38(5): 1049-1062.
    [137]
    LIU H W, FENG S, NG C W W. Analytical analysis of hydraulic effect of vegetation on shallow slope stability with different root architectures[J]. Computers and Geotechnics, 2016, 80: 115-120.
    [138]
    YEN B C, CHOW V T, AKAN A O. Stormwater runoff on urban areas of steep slope[R]. Environmental protection technology series, Environmental Protection Agency. No. 600/2/77-168, Washirgion D C, 1977.
    [139]
    MORITA M, YEN B C. Modeling of conjunctive two-dimensional surface-three-dimensional subsurface flows[J]. Journal of Hydraulic Engineering, ASCE, 2002, 128(2): 184-201.
    [140]
    ENGMAN E T. Roughness coefficients for routing surface runoff[J]. Journal of Irrigation and Drainage Engineering, 1986, 112(1): 39-53.
    [141]
    ARCEMENT G J, SCHNEIDER V R. Guide for selecting Manning's roughness coefficients for natural channels and flood plains[R]. United States Geological Survey Water-Supply Paper 2339, Denver, 1989.
    [142]
    汤有光, 郭轶锋, 吴宏伟, 等. 考虑地表径流与地下渗流耦合的斜坡降雨入渗研究[J]. 岩土力学, 2004, 25(9): 1347-1352. (TUNG Y, KWOK Y, NG W W C, et al. A preliminary study of rainfall infiltration on slope using a new coupled surface and subsurface flow model[J]. Rock and Soil Mechanics, 2004, 25(9): 1347-1352. (in Chinese)).
    [143]
    GEO-SLOPE INTERNATIONAL LTD. Seepage modeling with SEEP/W an engineering methodology[CP]. 4th ed. Calgary, 2009a.
    [144]
    NG C W W, ZHANG L M, WANG Y H. Physical modelling in geotechnics two volume set[C]// Proceedings of the 6th International Conference on Physical Modelling in Geotechnics. Hong Kong, 2006.
    [145]
    SONNENBERG R, BRANSBY M F, HALLETT P D, et al. Centrifuge modelling of soil slopes reinforced with vegetation[J]. Canadian Geotechnical Journal, 2010, 47(12): 1415-1430.
    [146]
    STOKES A, BALL J, FITTER A H, et al. An experimental investigation of the resistance of model root systems to uprooting[J]. Annals of Botany, 1996, 78(4): 415-421.
    [147]
    MICKOVSKI S B, BENGOUGH A G, BRANSBY M F, et al. Material stiffness branching pattern and soil matric potential affect the pullout resistance of model root systems[J]. European Journal of Soil Science, 2007, 58(5): 1471-1481.
    [148]
    KAMCHOOM V, LEUNG A K, NG C W W. Effects of root geometry and transpiration on pull-out resistance[J]. Géotechnique Letters, 2014, 4(4): 330-336.
    [149]
    SONNENBERG R, BRANSBY M F, BENGOUGH A G, et al. Centrifuge modelling of soil slopes containing model plant roots[J]. Canadian Geotechnical Journal, 2011, 49(1): 1-17.
    [150]
    KÖSTLER J N, BRUCKNER E, BIBELRIETHER H. Die Wurzeln der Waldbäume. Verlag Paul Parey, Hamburg und Berlin[J]. Journal of Plant Nutrition and Soil Science.1968. (in German)
    [151]
    VAN GENUCHTEN M T. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils[J]. Soil Science Society of America Journal, 1980, 44(5): 892-898.
    [152]
    TAYLOR R N. Geotechnical centrifuge technology[M]. London: Taylor and Francis, 1995.
    [153]
    DELL’AVANZI E, ZORNBERG J G, CABRAL A. Suction profiles and scale factors for unsaturated flow under increased gravitational field[J]. Soils and Foundations, 2004, 44(3): 1-11.
    [154]
    HO M Y. Governing parameters for stress-dependent soil-water characteristics conjunctive flow and slope stability[D]. Hong Kong: The Hong Kong University of Science and Technology, 2007.
    [155]
    BSI. BS 1377-4:1990. Methods of test for soils for civil engineering purposes, Compaction-related tests[S]. London: British Standards Institution, 1990.
    [156]
    HOSSAIN M A, YIN J H. Shear strength and dilative characteristics of an unsaturated compacted completely decomposed granite soil[J]. Canadian Geotechnical Journal, 2010, 47(10): 1112-1126.
    [157]
    ZHOU Z B. Centrifuge and three-dimensional numerical modelling of steep CDG slopes reinforced with different sizes of nail heads[D]. Hong Kong: The Hong Kong University of Science and Technology, 2008.
    [158]
    CAMP C R, KARLEN D L, LAMBERT J R. Irrigation scheduling and row configurations for corn in the southeastern coastal plain[J]. Transactions of the American Society of Agricultural Engineers, 1985, 28(4): 1159-1165.
    [159]
    CLOTHIER B E, GREEN S R. Rootzone processes and the efficient use of irrigation water[J]. 1994, 25(1): 1-12.
    [160]
    MYERS J M, HARRISON D S. Soil moisture distribution in a sprinkler irrigated orange grove[C]// Proceedings of the Florida State Horticultural Society. Florida, 1976, 89: 23-26.
    [161]
    BISCHETTI G B, CHIARADIA E A, SIMONATO T, et al. Root strength and root area ratio of forest species in Lombardy Northern Italy[J]. Plant Soil, 2005, 278(1-2): 11-22.
    [162]
    DE BAETS S, POESEN J, REUBENS B, et al. Root tensile strength and root distribution of typical Mediterranean plant species and their contribution to soil shear strength[J]. Plant and Soil, 2008, 305: 207-226.
    [163]
    LEUNG T Y. The use of native woody plants in slope upgrading in Hong Kong[D]. Hong Kong: The University of Hong Kong, 2014.
    [164]
    CHIU C F, NG C W W. A state-dependent elastoplastic model for saturated and unsaturated soils[J]. Géotechnique, 2003, 53(9): 809-829.
    [165]
    NILAWEERA N S, NUTALAYA P. Role of tree roots in slope stabilization[J]. Bulletin of Engineering Geology and the Environment, 1999, 57: 337-342.
    [166]
    CAICEDO B, TRISTANCHO J. A virtual rain simulator for droplet transport in a centrifuge[C]// Proceedings of the 7th International Conference on Physical Modelling in Geotechnics (ICPMG 2010), Zurich, 2010: 99.
    [167]
    GEO-SLOPE INTERNATIONAL LTD. Stress-deformation modeling with SIGMA/W an engineering methodology[CP]. 4th ed. Calgary, 2009b.
    [168]
    DAWSON E M, ROTH W H, DRESCHER A. Slope stability analysis by strength reduction[J]. Géotechnique, 1999, 49(6): 835-840.
    [169]
    GRIFFITHS D V, LANE P A. Slope stability analysis by finite elements[J]. Géotechnique, 1999, 49(3): 387-403.

Catalog

    Article views (1326) PDF downloads (1775) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return