메뉴 건너뛰기




Volumn 181, Issue , 2014, Pages 249-260

Structural characterization of natural loess and remolded loess under triaxial tests

Author keywords

Loess; Mechanical behavior; Microstructure analyses; Triaxial test

Indexed keywords

AGGREGATES; MICROSTRUCTURE; SCANNING ELECTRON MICROSCOPY;

EID: 85027929513     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2014.07.021     Document Type: Article
Times cited : (256)

References (66)
  • 1
    • 0031278627 scopus 로고    scopus 로고
    • Formation and collapse of metastable particle packings and open structures in loess deposits
    • Assallay A.M., Rogers C.D.F., Smalley I.J. Formation and collapse of metastable particle packings and open structures in loess deposits. Eng. Geol. 1997, 48:101-115.
    • (1997) Eng. Geol. , vol.48 , pp. 101-115
    • Assallay, A.M.1    Rogers, C.D.F.2    Smalley, I.J.3
  • 2
    • 84982659129 scopus 로고
    • Microtextures of particles from some European loess deposits
    • Cegla J., Buckley T., Smalley I.J. Microtextures of particles from some European loess deposits. Sedimentology 1971, 17:129-134.
    • (1971) Sedimentology , vol.17 , pp. 129-134
    • Cegla, J.1    Buckley, T.2    Smalley, I.J.3
  • 3
    • 60149086017 scopus 로고    scopus 로고
    • Research on meso-structures and their evolution laws of expansive soil and loess
    • (in Chinese)
    • Chen Z.H., Fang X.W., Zhu Y.Q., et al. Research on meso-structures and their evolution laws of expansive soil and loess. Rock Soil Mech. 2009, 30(1):1-11. (in Chinese).
    • (2009) Rock Soil Mech. , vol.30 , Issue.1 , pp. 1-11
    • Chen, Z.H.1    Fang, X.W.2    Zhu, Y.Q.3
  • 4
    • 0018441375 scopus 로고
    • A discrete numerical model for granular assemblies
    • Cundall P.A., Strack O.D.L. A discrete numerical model for granular assemblies. Geotechnique 1979, 29(1):47-65.
    • (1979) Geotechnique , vol.29 , Issue.1 , pp. 47-65
    • Cundall, P.A.1    Strack, O.D.L.2
  • 5
    • 77956252191 scopus 로고    scopus 로고
    • A microstructure approach to the sensitivity and compressibility of some Eastern Canada sensitive clays
    • Delage P. A microstructure approach to the sensitivity and compressibility of some Eastern Canada sensitive clays. Geotechnique 2010, 60(5):353-368.
    • (2010) Geotechnique , vol.60 , Issue.5 , pp. 353-368
    • Delage, P.1
  • 6
    • 0021286108 scopus 로고
    • Study of the structure of a sensitive Champlain clay and of its evolution during consolidation
    • Delage P., Lefebvre G. Study of the structure of a sensitive Champlain clay and of its evolution during consolidation. Can. Geotech. J. 1984, 21(1):21-35.
    • (1984) Can. Geotech. J. , vol.21 , Issue.1 , pp. 21-35
    • Delage, P.1    Lefebvre, G.2
  • 7
    • 0000479323 scopus 로고
    • Use of the Cryoscan apparatus for observation of freeze-fractured planes of a sensitive Quebec clay in scanning electron microscopy
    • Delage P., Tessier D., Marcel-Audiguier M. Use of the Cryoscan apparatus for observation of freeze-fractured planes of a sensitive Quebec clay in scanning electron microscopy. Can. Geotech. J. 1982, 19(1):111-114.
    • (1982) Can. Geotech. J. , vol.19 , Issue.1 , pp. 111-114
    • Delage, P.1    Tessier, D.2    Marcel-Audiguier, M.3
  • 9
    • 33746018719 scopus 로고    scopus 로고
    • Ageing effects in a compacted bentonite: a microstructure approach
    • Delage P., Marcial D., Cui Y.J., et al. Ageing effects in a compacted bentonite: a microstructure approach. Geotechnique 2006, 56(5):291-304.
    • (2006) Geotechnique , vol.56 , Issue.5 , pp. 291-304
    • Delage, P.1    Marcial, D.2    Cui, Y.J.3
  • 10
    • 55649083120 scopus 로고    scopus 로고
    • Research on physical model experiment of metro tunnel crossing ground fissure belt
    • (in Chinese)
    • Fan W., Deng L.S., Peng J.B., et al. Research on physical model experiment of metro tunnel crossing ground fissure belt. Chin. J. Rock Mech. Eng. 2008, 27(9):1917-1923. (in Chinese).
    • (2008) Chin. J. Rock Mech. Eng. , vol.27 , Issue.9 , pp. 1917-1923
    • Fan, W.1    Deng, L.S.2    Peng, J.B.3
  • 11
    • 33746557256 scopus 로고
    • Classification of microstructures of loessin China and their collapsibility
    • (in Chinese)
    • Gao G.R. Classification of microstructures of loessin China and their collapsibility. Sci. China. 1980, 24:1203-1208. (in Chinese).
    • (1980) Sci. China. , vol.24 , pp. 1203-1208
    • Gao, G.R.1
  • 12
    • 0029732825 scopus 로고    scopus 로고
    • The distribution and geotechnical properties of loess soils, lateritic soils and clayey soils in China
    • Gao G.R. The distribution and geotechnical properties of loess soils, lateritic soils and clayey soils in China. Eng. Geol. 1996, 42(1):95-104.
    • (1996) Eng. Geol. , vol.42 , Issue.1 , pp. 95-104
    • Gao, G.R.1
  • 14
    • 6144251898 scopus 로고
    • SEM analysis of microstructures of loess deposits
    • Grabowska-olszewska B. SEM analysis of microstructures of loess deposits. Eng. Geol. 1975, 11:45-48.
    • (1975) Eng. Geol. , vol.11 , pp. 45-48
    • Grabowska-olszewska, B.1
  • 16
    • 77956238060 scopus 로고    scopus 로고
    • Experimental study of kaolin particle orientation mechanism
    • Hattab M., Fleureau J.-M. Experimental study of kaolin particle orientation mechanism. Geotechnique 2010, 60(5):323-331.
    • (2010) Geotechnique , vol.60 , Issue.5 , pp. 323-331
    • Hattab, M.1    Fleureau, J.-M.2
  • 17
    • 79955578801 scopus 로고    scopus 로고
    • Experimental analysis of kaolinite particle orientation during triaxial path
    • Hattab M., Fleureau J.-M. Experimental analysis of kaolinite particle orientation during triaxial path. Int. J. Numer. Anal. Methods Geomech. 2011, 35(5):947-968.
    • (2011) Int. J. Numer. Anal. Methods Geomech. , vol.35 , Issue.5 , pp. 947-968
    • Hattab, M.1    Fleureau, J.-M.2
  • 18
    • 84871455460 scopus 로고    scopus 로고
    • Behaviour of a sensitive marine sediment: microstructural investigation
    • Hattab M., Hammad T., Fleureau J.-M., et al. Behaviour of a sensitive marine sediment: microstructural investigation. Geotechnique 2013, 63(1):71-84.
    • (2013) Geotechnique , vol.63 , Issue.1 , pp. 71-84
    • Hattab, M.1    Hammad, T.2    Fleureau, J.-M.3
  • 19
    • 0034229118 scopus 로고    scopus 로고
    • Microstructural analysis of inherent and induced anisotropy in clay
    • Hicher P.-Y., Wahyudi H., Tessier D. Microstructural analysis of inherent and induced anisotropy in clay. Mech. Cohesive-Frictional Mater. 2000, 5(5):341-371.
    • (2000) Mech. Cohesive-Frictional Mater. , vol.5 , Issue.5 , pp. 341-371
    • Hicher, P.-Y.1    Wahyudi, H.2    Tessier, D.3
  • 20
    • 0035306627 scopus 로고    scopus 로고
    • Mechanical behavior and microstructural variation of loess under dynamic compaction
    • Hu R.L., Yeung M.R., Lee C.F., et al. Mechanical behavior and microstructural variation of loess under dynamic compaction. Eng. Geol. 2001, 59:203-217.
    • (2001) Eng. Geol. , vol.59 , pp. 203-217
    • Hu, R.L.1    Yeung, M.R.2    Lee, C.F.3
  • 21
    • 66349109741 scopus 로고    scopus 로고
    • Metro tunnel hazards induced by active ground fissures in Xi'an and relevant control measures
    • (in Chinese)
    • Huang Q.B., Peng J.B., Fan H.W., et al. Metro tunnel hazards induced by active ground fissures in Xi'an and relevant control measures. Chin. J. Geotech. Eng. 2009, 31(5):781-788. (in Chinese).
    • (2009) Chin. J. Geotech. Eng. , vol.31 , Issue.5 , pp. 781-788
    • Huang, Q.B.1    Peng, J.B.2    Fan, H.W.3
  • 22
    • 4644258210 scopus 로고    scopus 로고
    • Insight into shear strength functions of unsaturated granulates by DEM analyses
    • Jiang M.J., Leroueil S., Konrad J.M. Insight into shear strength functions of unsaturated granulates by DEM analyses. Comput. Geotech. 2004, 31(6):473-489.
    • (2004) Comput. Geotech. , vol.31 , Issue.6 , pp. 473-489
    • Jiang, M.J.1    Leroueil, S.2    Konrad, J.M.3
  • 23
    • 33846662688 scopus 로고    scopus 로고
    • A simple and efficient approach to capturing bonding effect in naturally microstructured sands by discrete element method
    • Jiang M.J., Yu H.S., Leroueil S. A simple and efficient approach to capturing bonding effect in naturally microstructured sands by discrete element method. Int. J. Numer. Methods Eng. 2007, 69(6):1158-1193.
    • (2007) Int. J. Numer. Methods Eng. , vol.69 , Issue.6 , pp. 1158-1193
    • Jiang, M.J.1    Yu, H.S.2    Leroueil, S.3
  • 24
    • 79958051280 scopus 로고    scopus 로고
    • Experimental study of two saturated natural soils and their saturated remoulded soils under three consolidated undrained stress paths
    • Jiang M.J., Hu H.J., Peng J.B., et al. Experimental study of two saturated natural soils and their saturated remoulded soils under three consolidated undrained stress paths. Front. Archit. Civ. Eng. China 2011, 5(2):225-238.
    • (2011) Front. Archit. Civ. Eng. China , vol.5 , Issue.2 , pp. 225-238
    • Jiang, M.J.1    Hu, H.J.2    Peng, J.B.3
  • 26
    • 84867833018 scopus 로고    scopus 로고
    • A summary of collapsible behaviourof artificially structured loess in oedometer and triaxial wetting tests
    • Jiang M.J., Hu H.J., Liu F. A summary of collapsible behaviourof artificially structured loess in oedometer and triaxial wetting tests. Can. Geotech. J. 2012, 49(10):1147-1157.
    • (2012) Can. Geotech. J. , vol.49 , Issue.10 , pp. 1147-1157
    • Jiang, M.J.1    Hu, H.J.2    Liu, F.3
  • 28
    • 84873413111 scopus 로고    scopus 로고
    • An investigation on loose cemented granular materials via DEM analyses
    • Jiang M.J., Zhang W.C., Sun Y.G., et al. An investigation on loose cemented granular materials via DEM analyses. Granul. Matter 2013, 15(1):65-84.
    • (2013) Granul. Matter , vol.15 , Issue.1 , pp. 65-84
    • Jiang, M.J.1    Zhang, W.C.2    Sun, Y.G.3
  • 29
    • 84899505997 scopus 로고    scopus 로고
    • DEM analyses of one-dimensional compression and collapse behaviour of unsaturated structural loess
    • Jiang M.J., Li T., Hu H.J., et al. DEM analyses of one-dimensional compression and collapse behaviour of unsaturated structural loess. Comput. Geotech. 2014, 60:47-60.
    • (2014) Comput. Geotech. , vol.60 , pp. 47-60
    • Jiang, M.J.1    Li, T.2    Hu, H.J.3
  • 30
    • 77949293435 scopus 로고    scopus 로고
    • Structure characterization of unsaturated aggregated soil
    • Koliji A., Laloui L. Structure characterization of unsaturated aggregated soil. Can. Geotech. J. 2010, 47(3):297-311.
    • (2010) Can. Geotech. J. , vol.47 , Issue.3 , pp. 297-311
    • Koliji, A.1    Laloui, L.2
  • 31
    • 0025570814 scopus 로고
    • Mercury intrusion and permeability of Louisville clay
    • Lapierre C., Leroueil S., Locat J. Mercury intrusion and permeability of Louisville clay. Can. Geotech. J. 1990, 27(6):761-773.
    • (1990) Can. Geotech. J. , vol.27 , Issue.6 , pp. 761-773
    • Lapierre, C.1    Leroueil, S.2    Locat, J.3
  • 32
    • 84984456190 scopus 로고
    • Stability of soil pores during mercury intrusion porosimetry
    • Lawrence G.P. Stability of soil pores during mercury intrusion porosimetry. J. Soil Sci. 1978, 29:299-304.
    • (1978) J. Soil Sci. , vol.29 , pp. 299-304
    • Lawrence, G.P.1
  • 33
    • 0030209499 scopus 로고    scopus 로고
    • Evaluation and origin of the ground fissures in Xian, China
    • Lee C.F., Zhang J.M., Zhang Y.X. Evaluation and origin of the ground fissures in Xian, China. Eng. Geol. 1996, 43:45-55.
    • (1996) Eng. Geol. , vol.43 , pp. 45-55
    • Lee, C.F.1    Zhang, J.M.2    Zhang, Y.X.3
  • 34
    • 84907803306 scopus 로고
    • Characteristics of loess pore distribution in North ShanXi and East GanSu
    • Lei X.Y. Characteristics of loess pore distribution in North ShanXi and East GanSu. Kexue Tongbao 1985, 30(5):656-661.
    • (1985) Kexue Tongbao , vol.30 , Issue.5 , pp. 656-661
    • Lei, X.Y.1
  • 35
    • 13444274473 scopus 로고    scopus 로고
    • Analysis of microstructure change for loess in the process of loading and collapse with CT scanning
    • (in Chinese)
    • Lei S.Y., Tang W.D. Analysis of microstructure change for loess in the process of loading and collapse with CT scanning. Chin. J. Rock Mech. Eng. 2004, 23(24):4166-4169. (in Chinese).
    • (2004) Chin. J. Rock Mech. Eng. , vol.23 , Issue.24 , pp. 4166-4169
    • Lei, S.Y.1    Tang, W.D.2
  • 36
    • 67649210337 scopus 로고    scopus 로고
    • Characterization of dual-structure pore-size distribution of soil
    • Li X., Zhang L.M. Characterization of dual-structure pore-size distribution of soil. Can. Geotech. J. 2009, 46(2):129-141.
    • (2009) Can. Geotech. J. , vol.46 , Issue.2 , pp. 129-141
    • Li, X.1    Zhang, L.M.2
  • 37
    • 0034163950 scopus 로고    scopus 로고
    • Origin of ground fissures in the Shanxi Graben system. Northern China
    • Li Y.L., Jing C.Y., Xiao M.H. Origin of ground fissures in the Shanxi Graben system. Northern China. Eng. Geol. 2000, 55(4):267-275.
    • (2000) Eng. Geol. , vol.55 , Issue.4 , pp. 267-275
    • Li, Y.L.1    Jing, C.Y.2    Xiao, M.H.3
  • 38
    • 79957973819 scopus 로고    scopus 로고
    • Study on interaction between soil and U-shaped subway in the environment of ground fissures
    • Li G.F., Huang Y., Chen C.H. Study on interaction between soil and U-shaped subway in the environment of ground fissures. Adv. Mater. Res. 2011, 250-253:2342-2345.
    • (2011) Adv. Mater. Res. , pp. 2342-2345
    • Li, G.F.1    Huang, Y.2    Chen, C.H.3
  • 39
    • 0016481614 scopus 로고
    • Fabric of consolidated kaolinite
    • Martin R.T., Ladd C.C. Fabric of consolidated kaolinite. Clays Clay Minerals 1975, 23(1):17-25.
    • (1975) Clays Clay Minerals , vol.23 , Issue.1 , pp. 17-25
    • Martin, R.T.1    Ladd, C.C.2
  • 40
    • 77956251750 scopus 로고    scopus 로고
    • Evolution of microstructure in compacted London Clay during wetting and loading
    • Monroy R., Zdravkovic L., Ridley A. Evolution of microstructure in compacted London Clay during wetting and loading. Geotechnique 2010, 69(2):105-119.
    • (2010) Geotechnique , vol.69 , Issue.2 , pp. 105-119
    • Monroy, R.1    Zdravkovic, L.2    Ridley, A.3
  • 41
    • 85018832867 scopus 로고
    • Microscopic structures in kaolin subjected to direct shear
    • Morgenstern N.R., Tchalenko J.S. Microscopic structures in kaolin subjected to direct shear. Geotechnique 1967, 17(4):309-328.
    • (1967) Geotechnique , vol.17 , Issue.4 , pp. 309-328
    • Morgenstern, N.R.1    Tchalenko, J.S.2
  • 42
    • 84857667984 scopus 로고    scopus 로고
    • The water retention properties of a natural unsaturated loess from northern France
    • MuÑoz-castelblanco J.A., Pereira J.M., Delage P., et al. The water retention properties of a natural unsaturated loess from northern France. Geotechnique 2012, 62(2):95-106.
    • (2012) Geotechnique , vol.62 , Issue.2 , pp. 95-106
    • MuÑoz-castelblanco, J.A.1    Pereira, J.M.2    Delage, P.3
  • 44
    • 55649110198 scopus 로고    scopus 로고
    • Ground fissure: the major geological and environmental problem in the development of Xi'an city, China
    • American Science Press, Houston, USA
    • Peng J.B., Li X.A., Sun P. Ground fissure: the major geological and environmental problem in the development of Xi'an city, China. Environmental Science and Technology 2006, 2:469-474. American Science Press, Houston, USA.
    • (2006) Environmental Science and Technology , vol.2 , pp. 469-474
    • Peng, J.B.1    Li, X.A.2    Sun, P.3
  • 45
    • 55649106507 scopus 로고    scopus 로고
    • Some key questions in the formation of ground fissures in the Fen-Wei basin
    • (in Chinese)
    • Peng J.B., Fan W., Li X.A., et al. Some key questions in the formation of ground fissures in the Fen-Wei basin. J. Eng. Geol. 2007, 15(4):433-440. (in Chinese).
    • (2007) J. Eng. Geol. , vol.15 , Issue.4 , pp. 433-440
    • Peng, J.B.1    Fan, W.2    Li, X.A.3
  • 46
    • 84875397223 scopus 로고    scopus 로고
    • Physical simulation of ground fissures triggered by underground fault activity
    • Peng J.B., Chen L.W., Huang Q.B., et al. Physical simulation of ground fissures triggered by underground fault activity. Eng. Geol. 2013, 155:19-30.
    • (2013) Eng. Geol. , vol.155 , pp. 19-30
    • Peng, J.B.1    Chen, L.W.2    Huang, Q.B.3
  • 47
    • 0034173732 scopus 로고    scopus 로고
    • Compressibility effect in evaluating the pore-size distribution of kaolin clay using mercury intrusion porosimetry
    • Penumadu D., Dean J. Compressibility effect in evaluating the pore-size distribution of kaolin clay using mercury intrusion porosimetry. Can. Geotech. J. 2000, 37(2):393-405.
    • (2000) Can. Geotech. J. , vol.37 , Issue.2 , pp. 393-405
    • Penumadu, D.1    Dean, J.2
  • 48
    • 5144232391 scopus 로고    scopus 로고
    • Research on CT structure changing for damping process of loess in Longdong
    • (in Chinese)
    • Pu Y.B. Research on CT structure changing for damping process of loess in Longdong. Chin. J. Geotech. Eng. 2000, 22(1):49-54. (in Chinese).
    • (2000) Chin. J. Geotech. Eng. , vol.22 , Issue.1 , pp. 49-54
    • Pu, Y.B.1
  • 49
    • 0014731154 scopus 로고
    • Microstructural changes in soft quick clay at failure
    • Pusch R. Microstructural changes in soft quick clay at failure. Can. Geotech. J. 1970, 7(1):1-7.
    • (1970) Can. Geotech. J. , vol.7 , Issue.1 , pp. 1-7
    • Pusch, R.1
  • 50
    • 0018650820 scopus 로고
    • Frost-heaving rate predicted from pore-size distribution
    • Reed M.A., Lovell C.W., Altschaeffl A.G., et al. Frost-heaving rate predicted from pore-size distribution. Can. Geotech. J. 1979, 16:463-472.
    • (1979) Can. Geotech. J. , vol.16 , pp. 463-472
    • Reed, M.A.1    Lovell, C.W.2    Altschaeffl, A.G.3
  • 51
    • 0028669224 scopus 로고
    • Hydro-consolidation and subsidence of loess: studies from China, Russia, North America and Europe
    • Rogers C.D.F., Dijkstra T.A., Smalley I.J. Hydro-consolidation and subsidence of loess: studies from China, Russia, North America and Europe. Eng. Geol. 1994, 37(2):83-113.
    • (1994) Eng. Geol. , vol.37 , Issue.2 , pp. 83-113
    • Rogers, C.D.F.1    Dijkstra, T.A.2    Smalley, I.J.3
  • 52
    • 56349140666 scopus 로고    scopus 로고
    • Microstructure investigation in unsaturated soils: a review with special attention to contribution of mercury intrusion porosimetry and environmental scanning electron microscopy
    • Romero E., Simms P.H. Microstructure investigation in unsaturated soils: a review with special attention to contribution of mercury intrusion porosimetry and environmental scanning electron microscopy. J. Geotech. Geol. Eng. ASCE 2008, 26(6):705-727.
    • (2008) J. Geotech. Geol. Eng. ASCE , vol.26 , Issue.6 , pp. 705-727
    • Romero, E.1    Simms, P.H.2
  • 53
    • 0015649189 scopus 로고
    • A comparison between mercury injection and nitrogen sorption as methods of determining pore size distribution
    • Sills I.D., Aylmore L.A.G., Quirk J.P. A comparison between mercury injection and nitrogen sorption as methods of determining pore size distribution. Soil Sci. Soc. Am. J. 1973, 37(4):535-537.
    • (1973) Soil Sci. Soc. Am. J. , vol.37 , Issue.4 , pp. 535-537
    • Sills, I.D.1    Aylmore, L.A.G.2    Quirk, J.P.3
  • 54
    • 0345212385 scopus 로고
    • The shape and surface texture of loess particles
    • Smalley I.J., Cabrera J.G. The shape and surface texture of loess particles. Geol. Soc. Am. Bull. 1970, 81:1591-1596.
    • (1970) Geol. Soc. Am. Bull. , vol.81 , pp. 1591-1596
    • Smalley, I.J.1    Cabrera, J.G.2
  • 55
    • 77953615778 scopus 로고    scopus 로고
    • Reply to the discussion by Ling Xu on "Weak tensile characteristics of loess in China - an important reason for ground fissure" by Ping Sun, Jian-Bing Peng, Li-Wei Chen, Yue-Ping Yin and Shu-Ren Wu, [Engineering Geology 108 (2009) 153-159]
    • Sun P. Reply to the discussion by Ling Xu on "Weak tensile characteristics of loess in China - an important reason for ground fissure" by Ping Sun, Jian-Bing Peng, Li-Wei Chen, Yue-Ping Yin and Shu-Ren Wu, [Engineering Geology 108 (2009) 153-159]. Eng. Geol. 2010, 114(1-2):107.
    • (2010) Eng. Geol. , vol.114 , Issue.1-2 , pp. 107
    • Sun, P.1
  • 56
    • 69249229608 scopus 로고    scopus 로고
    • Weak tensile characteristics of loess in China - an important reason for ground fissures
    • Sun P., Peng J.B., Chen L.W., et al. Weak tensile characteristics of loess in China - an important reason for ground fissures. Eng. Geol. 2009, 108(1-2):153-159.
    • (2009) Eng. Geol. , vol.108 , Issue.1-2 , pp. 153-159
    • Sun, P.1    Peng, J.B.2    Chen, L.W.3
  • 58
    • 0030237246 scopus 로고    scopus 로고
    • Fractal analysis of the fabric changes in a consolidating clay
    • Vallejo L.E. Fractal analysis of the fabric changes in a consolidating clay. Eng. Geol. 1996, 43:281-290.
    • (1996) Eng. Geol. , vol.43 , pp. 281-290
    • Vallejo, L.E.1
  • 59
    • 84867167821 scopus 로고
    • An approach to the ground rift and its cause for Jinyang
    • (in Chinese)
    • Wang J.M., Chen S.Q. An approach to the ground rift and its cause for Jinyang. J. Soil Water Conserv. 1989, 3(1):31-37. (in Chinese).
    • (1989) J. Soil Water Conserv. , vol.3 , Issue.1 , pp. 31-37
    • Wang, J.M.1    Chen, S.Q.2
  • 60
    • 84863828538 scopus 로고    scopus 로고
    • Effects of initial deviatoric stress ratios on dynamic shear modulus and damping ratio of undisturbed loess in China
    • Wang Z.J., Luo Y.S., Guo H., et al. Effects of initial deviatoric stress ratios on dynamic shear modulus and damping ratio of undisturbed loess in China. Eng. Geol. 2012, 143-144:43-50.
    • (2012) Eng. Geol. , pp. 43-50
    • Wang, Z.J.1    Luo, Y.S.2    Guo, H.3
  • 61
    • 84897495108 scopus 로고    scopus 로고
    • Pore-pressure generation and fluidization in a loess landside triggered by the 1920 Haiyuan earthquake, China: a case study
    • Wang G.H., Zhang D.X., Furuya G., et al. Pore-pressure generation and fluidization in a loess landside triggered by the 1920 Haiyuan earthquake, China: a case study. Eng. Geol. 2014, 174:36-45.
    • (2014) Eng. Geol. , vol.174 , pp. 36-45
    • Wang, G.H.1    Zhang, D.X.2    Furuya, G.3
  • 62
    • 84893729591 scopus 로고    scopus 로고
    • A loess landslide induced by excavation and rainfall
    • Wang J.J., Liang Y., Zhang H.P., et al. A loess landslide induced by excavation and rainfall. Landslide 2014, 11:141-152.
    • (2014) Landslide , vol.11 , pp. 141-152
    • Wang, J.J.1    Liang, Y.2    Zhang, H.P.3
  • 63
    • 84888045906 scopus 로고    scopus 로고
    • Influence of structure on shear characteristics of the unsaturated loess in Lanzhou, China
    • Wen B.P., Yan Y.J. Influence of structure on shear characteristics of the unsaturated loess in Lanzhou, China. Eng. Geol. 2014, 168:46-58.
    • (2014) Eng. Geol. , vol.168 , pp. 46-58
    • Wen, B.P.1    Yan, Y.J.2
  • 64
    • 84875405685 scopus 로고    scopus 로고
    • Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution
    • Zhang F.Y., Wang G.H., Kamai T., et al. Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution. Eng. Geol. 2013, 155:69-79.
    • (2013) Eng. Geol. , vol.155 , pp. 69-79
    • Zhang, F.Y.1    Wang, G.H.2    Kamai, T.3
  • 65
    • 79959772558 scopus 로고    scopus 로고
    • Mechanical behavior of segmented lining structure of tunnel under acting ground fissures in Xian zone
    • Zhao J.Y. Mechanical behavior of segmented lining structure of tunnel under acting ground fissures in Xian zone. Adv. Mater. Res. 2011, 261-263:1778-1783.
    • (2011) Adv. Mater. Res. , pp. 1778-1783
    • Zhao, J.Y.1
  • 66
    • 70449134078 scopus 로고    scopus 로고
    • Monitoring of land subsidence and ground fissures in Xi'an, China 2005-2006: mapped by SAR interferometry
    • Zhao C.Y., Zhang Q., Ding X.L., et al. Monitoring of land subsidence and ground fissures in Xi'an, China 2005-2006: mapped by SAR interferometry. Environ. Geol. 2009, 58(7):1533-1540.
    • (2009) Environ. Geol. , vol.58 , Issue.7 , pp. 1533-1540
    • Zhao, C.Y.1    Zhang, Q.2    Ding, X.L.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.