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1. Properties of geosynthetic reinforcement and backfill for GRS structures(14)
  1. Kongkitkul et al 2004 Viscous deformation of geosynthetic-GI.pdf
  2. Kongkitkul et al 2007 Creep rupture curve for geosyntheti-GI.pdf
  3. Kongkitkul et al 2007 Rate-dependent behaviour of geogrid-S&F.pdf
  4. Kongkitkul et al 2007 Theoretical framework to analyze creep-GI.pdf
  5. Kongkitkul et al 2007 Viscous behaviour of geogrids-S&F.pdf
  6. Kongkitkul et al 2012 Effect of temperature on geogirds-GI.pdf
  7. Ling et al 1992 Strength and deformation of geoetextile-G&G.pdf
  8. Ling et al 1993 Hydraulic conductivity of geotextile-G&G.pdf
  9. Ling et al 1997 Stress confinement effect of nonwoven-S&F.pdf
  10. Tatsuoka et al 2004 An old but new issue on viscous-GeoAsia04 Seoul.pdf
  11. Tatsuoka et al 2006 Viscous property & degradation-8ICG Yokohama.pdf
  12. Tatsuoka et al 2017 Strength of cement mixed gravel-9ICSMGE Seoul.pdf
  13. Greenwood et al 2001 Residual strength-IS Kyusyu Fukuoka.pdf
  14. Hirakawa et al 2003 Time-dependent deformation of geosynthetic-GI.pdf
2. Laboratory model tests of GRS RWs and fills(5)
  1. Tatsuoka et al 1989 Model tests on GRS RW-12ICSMGE Brazil.pdf
  2. Hirakawa et al 2006 Behaviour of GRS RW to cyclic dis-8ICG Yokohama.pdf
  3. Hirakawa et al 2006 Residual earth pressure on RW-Roma Symposium.pdf
  4. Huang & Tatsuoka 1990 Bearing capacity of reinforced ground-G&G.pdf
  5. Murata et al 1994 Shaking table tests on large GRS RW model-Tatsuoka&LexchinskySympo.pdf
3. Full-scale model tests of GRS RWs(8)
  1. Tatsuoka & Yamauchi 1986 A reinforcing method for steep clay slopes-G&G.pdf
  2. Tatsuoka et al 1987 Behaviour of steep clay embankment-Post Vienna Singapore.pdf
  3. Tatsuoka et al 1990 Reinforcing steep clay slopes with geotextile-Reinforced soil conf Glasgow.pdf
  4. Tatsuoka et al 2000 Lessons from failure of full-scale models-GeoAsia2000 Kuala Lumpur.pdf
  5. Yamauchi et al 1987 Stability of steep clay embankmen- Post Vienna, Singapore.pdf
  6. Murata et al 1991 A reinforcing method with short reinforcing-Boulder ASCE GSP 27.pdf
  7. Tamura et al 1994 Fullscale lateral loading tests-Tatsuoka&Leschninsky Symposium.pdf
  8. Tateyama et al 1994 Lateral loading tests of columns on facing-Tatsuola&Leschninsky Sympo.pdf
4. Over-view, principle and design of GRS structures(9)
  1. Tatsuoka et al 2010 Japanese design codes-9ICG Brazil.pdf
  2. Horii et al 1994 Computerized design of GRS RW-Tatsuoka&Leschnisky Symposium.pdf
  3. Leschinsky & Tatsuoka 2013 GRS RW in public-Geosynthetics Magazine.pdf
  4. Tatsuoka 1992 Roles of facing rigidity-IS Kyushu Fukuoka.pdf
  5. Tatsuoka 2008 Carrillo Lecture Sept08-Mexico.pdf
  6. Tatsuoka 2008 Two eng desciplines Secial Lecture-GeoSyntheticsAsia Shanghai.pdf
  7. Tatsuoka 2018 ICG_Prestigious Lecture-11ICG Seoul.pdf
  8. Tatsuoka et al 1994 Closure to Mr Segrestin-Leschinsky & Tatsuoka Symposium.pdf
  9. Tatsuoka et al 1997 Mercer Lecture-GI.pdf
5. Behaviour during earthquakes and floods, tsunami of GRS structures(13)
  1. Yamaguchi et al 2013 GRS against tsunami-Bolognia Dov Sympo.pdf
  2. Huang et al 2003 Seismic displacements of GRS RW-GI.pdf
  3. Kato et al 2002 Seismic stability of RWs on slope-7ICG Nice.pdf
  4. Koseki et al 1998 Shaking and tilt tests on GRS RWs-GI.pdf
  5. Matsushima et al 2007 Large overflow tests of GRS-IS Kyushu Fukuoka.pdf
  6. Mohri et al 2009 New direction for disaster prevention-GI.pdf
  7. Shindo & Tatsuoka 2017 Restoration of Sanriku Railway-J JSCE.pdf
  8. Tatsuoka et al 1996 Performance of GRS structures Kobe EQ-S&F.pdf
  9. Tatsuoka et al 1997 Performance of GRS Kobe EQ-ISKyushu Fukuoka.pdf
  10. Tatsuoka et al 1998 Seismic stabiity of GRS structures-6ICG Atlanta.pdf
  11. Tatsuoka et al 2007 Remedial treatment using GR techonology-G&G.pdf
  12. Tatsuoka et al 2012 Recent GRS to mitigate natural disastars-SGCC Bangkok.pdf
  13. Tatsuoka et al 2014 Natural disasters mitigation by GRS-0ICG Berlin.pdf
6. GRS bridge abutment and GRS Integral bridge(21)
  1. Yazaki et al 2013 Seismic design of GRS IB-Bologna DovSympo.pdf
  2. Hirakawa et al 2007 Effects on seismic stability of GRS IB- IS Kyusyu Fukuoka.pdf
  3. Kawabe et al 2013 Seismic stability of GRS IB-Bologna Dov Sympo.pdf
  4. Kawabe et al 2015 GRS IB against tsunami-15ARC Fukuoka.pdf
  5. Koda et al 2015 Lateral loading GRS IB-Bologna Dov Sympo.pdf
  6. Koda et al 2018 Design & construction of GRS IB-1ICG Seoul.pdf
  7. Munoz et al 2012 Dynamic stability of GRS IB-GI.pdf
  8. Nakarai et al 2002 Seismic stability of GRS bridge abutment-7ICG Nice.pdf
  9. Shinoda et al 2003 PLPS model tests No.2-S&F.pdf
  10. Shinoda et al 2003 PLPS model tests No1-S&F.pdf
  11. Tatsuoka et al 1997 PLPS reinforced soil-S&F.pdf
  12. Tatsuoka et al 2005 Bridge abutments-Ground imporvement Indra.pdf
  13. Tatsuoka et al 2009 New type Integral Bridge of GRS-GI.pdf
  14. Tatsuoka et al 2010 Discussion&Response GRS IB-GI.pdf
  15. Tatsuoka et al 2012 Stability of existing brigdes-S&F.pdf
  16. Tatsuoka et al 2015 Recent GRS IB-15ARC Fukuoka.pdf
  17. Tatsuoka et al 2016 Research on GRS Integral Bridge-TRG J.pdf
  18. Tatsuoka et al 2018 Higher seismic stability of GRS IB-11ICG Seoul.pdf
  19. Uchimura et al 2003 Performance of PLPS GRS pier-S&F.pdf
  20. Uchimura et al 2005 Vertical & horizontal loading on PLPS pier-S&F.pdf
  21. Watanabe et al 2002 Shaking table tests on GRS abutment-7ICG Nice.pdf
7. Construction case histories(9)
  1. Kongkitkul et al 2010 Shizuoka Airport GRS Analysis-GI (1).pdf
  2. Soga et al 2018 GRS structures for Nagasaki Route-11ICG Seoul.pdf
  3. Sugimoto et al 2010 Shizuoka Airport GRS Behaviour-9ICG Brazil.pdf
  4. Tateyama et al 1994 GRS RW in Nagoya-Tatsuoka & Leschinsky Sympo.pdf
  5. Tatsuoka & Watanabe 2015 Design, Construction of GRS-Ground Improvement Indra.pdf
  6. Tatsuoka et al 2012 Recent GRS structures for railways & roads-ISHokkaido.pdf
  7. Tatsuoka et al 2014 GRS structures for railways-TIG J by Wu.pdf
  8. Yonezawa et al 2014 GRS structures for Hokkaido Shinkansen-TRG J.pdf
  9. Kanazawa et al 1994 GRS RW at Amagasaki-Tatsuoka & Leschinsky Sympo.pdf