6월호 도큐합침

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2 GEOTECHNICAL ENGINEERING Vol. 25, No

3 CONTENTS

4 Opinion 6

5 Opinion Vol.25, No.6 7

6 Vol.25, No.6 pp.8~22 8

7 De l équilibré des solides élastiques semblables Vol.25, No.6 9

8 Vol.25, No.6 pp.8~22 10

9 Vol.25, No.6 11

10 Vol.25, No.6 pp.8~22 12

11 Vol.25, No.6 13

12 Vol.25, No.6 pp.8~22 14

13 Vol.25, No.6 15

14 Vol.25, No.6 pp.8~22 16

15 Vol.25, No.6 17

16 Vol.25, No.6 pp.8~22 18

17 Vol.25, No.6 19

18 Vol.25, No.6 pp.8~22 20

19 Vol.25, No.6 21

20 Vol.25, No.6 pp.8~22 22

21 Creative Design Vol.25, No.6 23

22 C r e a t i v e D e s i g n 24

23 Vol.25, No.6 25

24 C r e a t i v e D e s i g n 26

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27 Vol.25, No.6 pp.29~ Vol.25, No.6 29

28 Vol.25, No.6 pp.29~39 30

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30 Vol.25, No.6 pp.29~39 32

31 Vol.25, No.6 33

32 Vol.25, No.6 pp.29~39 34

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34 Vol.25, No.6 pp.29~39 36

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36 Vol.25, No.6 pp.29~39 38

37 DIN 4150 Teil 2(1992), Erschütterungen im Bauwesen - Einwirkungen auf Menschen in Gebäuden Vol.25, No.6 39

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39 Vol.25, No.6 pp.41~ Vol.25, No.6 41

40 Vol.25, No.6 pp.41~48 42

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42 Vol.25, No.6 pp.41~48 44

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44 Vol.25, No.6 pp.41~48 46

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46 Vol.25, No.6 pp.41~48 48

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60 Q A 62

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64 1. Bishop, R. F., Hill, R. and Mott, N. F. (1945), "Theory of identation and hardness tests. Proc. Phys. Soc. 57, Gibson, R. E. and Anderson, W. F. (1961), "In-situ measurement of soil properties with pressuremeter", Civ. Engng Pub. Wks Rev 56, pp Hill, R. (1950). The mathematical theory of plasticity, Oxford Universty press. 4. Vesic, A. S. (1972), Expansion of cavities in infinite soil mass, Journal of Geotechnical Engineering Division, ASCE, Vol. 98, No. SM3, pp Yu H. S. and Houlsby G. T. (1991), Finite cavity expansion in dilatant soils : loading analysis, Geotechnique, Vol 41, No.2, pp Zhenggui W. and Werner R. (2002), A study of soilreinforcement interface friction, Journal of Geotechnical and Geoenvironmental Enginnering, Vol 128, No.1, pp O Rourke, T. D., Druschel, S. J., and Netravali, A. N. (1990), Shear strength characteristics of sand-polymer interface, J. Geotech. Eng., Vol 116, No.3, pp Ingold, T. S. (1982), Reinforced earth, Thomas Telford Ltd, London. 9. Milligan, G. W. E., and Kouji, Tei. (1998), The pull-out resistance of soil nails Soils Found., Vol 38, No.2, pp Pumelle, C. (1979), Etude expérimentale du comportment des tirants d ancrage, thése de docteur ingénieur, Université paris, pp Roscoe, K. H. (1970), The influence of strains in soil mechanics., Geotechnique, Vol 20, No.2, pp Vermeer, P. A. (1990). The orientation of shear bands in biaxial tests., Geotechnique, Vol 40, No.2, pp Khalid A. Alshibli. (2006), Microscopic Evaluation of strain Distribution in Granular materials during shear., Journal of geotechnical and geoenvironmental engineering, Vol. 132, No.1, pp

65 International Conference & Symposium The 3rd International Geotechnical Symposium (IGS2009) on Geotechnical Engineering for Disaster Prevention and Reduction Date : July 2009 Venue : Harbin, China. Fifth International Conference on River Basin Management including all aspects of Hydrology, Ecology, Environmental Management, Flood Plains and Wetlands (River Basin Management 2009). Date : September 2009 Venue : Ramla Bay Resort, Malta. Coastal Dynamics 2009 Date : September 07-11, 2009 Venue : Tokyo, Japan Website : Deadline for Abstract Submission : 17th July 2009 EURO:TUN Computational Methods in Tunnelling. Date : September, 2009 Venue : Conference centre (Veranstaltungszentrum) of the Ruhr University Bochum, Germany International Symposium on Rock Mechanics, an ISRM-Sponsored Regional Symposium Date : September, 2009 Venue : Lausanne, Switzerland RCEM 2009 (River, Coastal and Estuarine Morphodynamics) Date : September 21-25, 2009 Venue : Santa Fe, Argentina Website : 4 iygec'09-4th International Young Geotechnical Engineers' Conference (2-6 October) Date : 2-6 October 2009 Venue : El-Mahrousa Hotel, Alexandria, Egypt 17th International conference on soil mechanics and geotechnical engineering Date : 5-9 October, 2009 Venue : Bibliotheca Alexandrian, Alexandria, Egypt Website : DFI 34th Annual Conference on Deep Foundations Date : October, 2009 Venue : Westin Crown Center, Kansas City, Missouri, USA Vol.25, No.6 67

66 Website : International Conference On Advances in Concrete, Structural and Geotechnical Engineering (ACSGE 2009). Date : October, 2009 Venue : Birla Institute of Technology & Science (BITS), Pilani, Rajasthan, India Website : discovery.bits-pilani.ac.in/conference/acsge/index.html EUROCK' Rock Engineering in Difficult Ground Conditions - Soft Rocks and Karst, an ISRM- Sponsored Regional Symposium Date : October 2009 Venue : Dubrovnik-Cavtat, Croatia. 4th International Symposium on Submarine Mass Movement and Their Consequences. Date : November, 2009 Venue : Big Tex Auditorium, Pickle Research Center, University of Texas, Austin. Website : ICADD9 (9th International Conference on Analysis of Discontinuous Deformation) Date : November, 2009 Venue : Nanyang Technological University Singapore Website : 2nd International Symposium on Cone Penetration Testing (CPT'10) Date : May, 2010 Venue : Hyatt Regency Resort & Spa, Huntington Beach, California, USA Website : 9th International Conference on Geosynthetics (ICG 2010) Date : May, 2010 Venue : Sofitel Jequitimar Hotel in Guarujá, Brazil Website : info@9icg-brazil2010.info 7th International Conference on Physical Modelling in Geotechnics Date : 28 June - 1 July 2010 Venue : Hönggerberg Campus, Zurich, Switzerland Deadline for Abstract Submission : 10th May 2009 The 11th Congress of the International Association for Engineering Geology and the Environment. (IAEG2010) Date : 5-10 September, 2010 Venue : Auckland, New Zealand Website : Deadline for Abstract Submission : 17th July th International Congress on Environmental Geotechnics Date : 8-12 November 2010 Venue : New Delhi, India 68

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73 Journal of Geotechnical and Geoenvironmental Engineering VOLUME 135/NUMBER 4 TECHNICAL PAPERS Load Testing of a Closed-Ended Pipe Pile Driven in Multilayered Soil Daehyeon Kim, Adriano Virgilio Damiani Bica, Rodrigo Salgado, Monica Prezzi, and Wonje Lee Experimental Investigation of the Reinstallation of Spudcan Footings Close to Existing Footprints Mark J. Cassidy, Chin Kau Quah, and Kok Seng Foo Setup Following Installation of Dynamic Anchors in Normally Consolidated Clay M. D. Richardson, C. D. O'Loughlin, M. F. Randolph, and C. Gaudin Optimization of Pile Groups Using Hybrid Genetic Algorithms C. M. Chan, L. M. Zhang, and Jenny T. M. Ng Lateral Performance of Full-Scale Bridge Abutment Wall with Granular Backfill Anne Lemnitzer, Eric R. Ahlberg, Robert L. Nigbor, Anoosh Shamsabadi, John W. Wallace, and Jonathan P. Stewart Seismic Response of Geocell Retaining Walls: Experimental Studies Hoe I. Ling, Dov Leshchinsky, Jui-Pin Wang, Yoshiyuki Mohri, and Arik Rosen Regression Models for Dynamic Properties of Highly Organic Soils Tadahiro Kishida, Ross W. Boulanger, Norman A. Abrahamson, Timothy M. Wehling, and Michael W. Driller Development of Dissipation Model of Excess Pore Pressure in Liquefied Sandy Ground Sung-Ryul Kim, Jae-Ik Hwang, Hon-Yim Ko, and Myoung- Mo Kim Effects of Principal Stress Rotation on Permanent Deformation in Rail Track Foundations P. J. Gräbe and C. R. I. Clayton Seepage-Induced Acoustic Emission in Granular Soils Meng-Hsi Hung, Gerald C. Lauchle, and Mian C. Wang Structuration and Destructuration Behavior of Cement- Treated Singapore Marine Clay A. H. M. Kamruzzaman, S. H. Chew, and F. H. Lee TECHNICAL NOTES Short-Term Electrical Conductivity and Strength Development of Lime Kiln Dust Modified Soils Renpeng Chen, Vincent P. Drnevich, and Radha Krishna Daita Interference of Two Closely Spaced Strip Footings on Sand Using Model Tests Jyant Kumar and Manas Kumar Bhoi Dynamic Properties of Highly Organic Soils from Montezuma Slough and Clifton Court Tadahiro Kishida, Timothy M. Wehling, Ross W. Boulanger, Michael W. Driller, and Kenneth H. Stokoe, II Vol.25, No.6 75

74 Soil Dynamics and Earthquake Engineering Volume 29, Issue 6 Editorial Board / Aims and Scope Coupled finite element and discrete element method for underground blast in faulted rock masses Z.L. Wang, H. Konietzky, R.F. Shen Shear and dilatational wave velocities for unsaturated soils Enrico Conte, Renato Maria Cosentini, Antonello Troncone The seismic microzonation of the city of Catania (Italy) for the maximum expected scenario earthquake of January 11, 1693 S. Grasso, M. Maugeri Dynamic impedances of pile groups with embedded caps in homogeneous elastic soils using CIFECM P.K. Emani, B.K. Maheshwari Characteristics of ground motion at permafrost sites along the Qinghai-Tibet railway Lanmin Wang, Zhijian Wu, Junjie Sun, Xinfu Liu, Zhenming Wang Non-uniqueness in surface-wave inversion and consequences on seismic site response analyses S. Foti, C. Comina, D. Boiero, L.V. Socco In-plane seismic response of inhomogeneous alluvial valleys with vertical gradients of velocities and constant Poisson ratio Francisco Luzón, Francisco J. Sánchez-Sesma, J. Alfonso Pérez-Ruiz, Leonardo Ramírez-Guzmán, Andrés Pech Seismic analysis of coupled soil-pile-structure systems leading to the definition of a pseudo-natural SSI frequency E.N. Rovithis, K.D. Pitilakis, G.E. Mylonakis Direct time-domain soil profile reconstruction for onedimensional semi-infinite domains Seong-Won Na, Loukas F. Kallivokas Wave barrier of lime-cement columns against traininduced ground-borne vibrations Christoffer With, Mehdi Bahrekazemi, Anders Bodare The road map for seismic risk analysis in a Mediterranean city S. Grasso, M. Maugeri Intensity measures for the seismic response of pile foundations Brendon A. Bradley, Misko Cubrinovski, Rajesh P. Dhakal, Gregory A. MacRae Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils A. Amorosi, D. Boldini The Mw6.3 Ölfus earthquake at 15:45 UTC on 29 May 2008 in South Iceland: ICEARRAY strong-motion recordings B. Halldórsson, R. Sigbjörnsson Dynamic structure-soil-structure interaction between nearby piled buildings under seismic excitation by BEM?FEM model L.A. Padrán, J.J. Aznárez, O. Maeso TECHNICAL NOTES Improvement of HVSR technique by self-organizing map (SOM) analysis Roberto Carniel, Luca Barbui, Petra Malisan 76

75 Soils and Foundations Volume 49, Issue 2 (April 2009) TECHNICAL PAPERS Seismic Analysis of the Garmrood Embankment Dam with Asphaltic Concrete Core S. Feizi-Khankandi, A. Ghalandarzadeh, A. A. Mirghasemi and K. Hoeg Influence of the Anisotropy of Confining Stress on the Sand/Steel Interface Bahaviour in a Cylinder Shear Apparatus A. I. Dumitrescu, A. Corfdir and R. Frank Coupled Measurements of Water Content and Electrical Conductivity in Dielectrically Lossy Clay Slurry Using a Coated TDR Probe Hideki Miyamoto, Jiro Chikushi and Motohei Kanayama Measurements of Unsaturated Hydraulic Conductivity Functions of Two Fine-grained Materials S. Taibi, K. V. Bicalho, C. Sayad-Gaidi and J.-M. Fleureau Behavior of Sheet Pile Quay Wall Stabilized by Sea-side Ground Improvement in Dynamic Centrifuge Tests M. Ruhul Amin Khan, Kimitoshi Hayano and Masaki Kitazume Numerical Analysis of Footing Settlement Problem by Subloading Surface Model Tatsuya Mase and Koichi Hashiguchi Liquefaction Resistances of Unsaturated Non-plastic Silt Mitsu Okamura and Kohei Noguchi Viscous Property of Toyoura Sand over a Wide Range of Shear Deformation Rate and Its Model Simulation A. Duttine, Fumio Tatsuoka, J. Lee and W. Kongkitkul Effect of Horizontal and Vertical Seismic Loads on the Bearing Capacity of a Surface Footing Adjacent to a Slope C.-C. Huang Aging Effects on Small Strain Shear Moduli and Liquefaction Properties of In-situ Frozen and Reconstituted Sandy Soils Takashi Kiyota, Junichi Koseki, Takeshi Sato and Reiko Kuwano Nonlinear Analysis of Torsionally Loaded Pile Groups L. G. Kong and L. M. Zhang A Simplified Procedure to Evaluate Earthquake-induced Residual Displacements of Conventional Type Retaining Walls Susumu Nakajima, Junichi Koseki, Kenji Watanabe and Masaru Tateyama TECHNICAL NOTE Bearing Capacity and Failure Mechanism of Different Types of Foundations on Sand Kentaro Yamamoto, A. V. Lyamin, A. J. Abbo, S. W. Sloan and Mizuki Hira Vol.25, No.6 77

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11월호 내지합침

11월호 내지합침 EOTECHNICAL ENGINEERING GEOTECHNICAL ENGINEERING GEOTECHNICAL ENGINEERING GEOTECHNICAL ENGINEERING GEOTECHNICAL ENGINEERING GEOTECHNICAL ENGINEERING GEOTECHNICAL ENGINEERING GEOTECHNICAL ENGINEERING GEOTECHNICAL