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1.
Properties of geosynthetic reinforcement and backfill for GRS structures(
15
)
Kongkitkul et al 2004 Viscous deformation of geosynthetic-GI.pdf
Kongkitkul et al 2007 Creep rupture curve for geosyntheti-GI.pdf
Kongkitkul et al 2007 Rate-dependent behaviour of geogrid-S&F.pdf
Kongkitkul et al 2007 Theoretical framework to analyze creep-GI.pdf
Kongkitkul et al 2007 Viscous behaviour of geogrids-S&F.pdf
Kongkitkul et al 2012 Effect of temperature on geogirds-GI.pdf
Ling et al 1992 Strength and deformation of geoetextile-G&G.pdf
Ling et al 1993 Hydraulic conductivity of geotextile-G&G.pdf
Ling et al 1997 Stress confinement effect of nonwoven-S&F.pdf
Tatsuoka et al 2004 An old but new issue on viscous-GeoAsia04 Seoul.pdf
Tatsuoka et al 2006 Viscous property & degradation-8ICG Yokohama.pdf
Tatsuoka et al 2017 Strength of cement mixed gravel-9ICSMGE Seoul.pdf
Greenwood et al 2001 Residual strength-IS Kyusyu Fukuoka.pdf
Hirakawa et al 2003 Time-dependent deformation of geosynthetic-GI.pdf
Watanabe et al 2006 Pullout test of geogrid-8ICG Yokohama.pdf
2.
Laboratory model tests of GRS RWs and fills
(7)
Tatsuoka et al 1989 Model tests on GRS RW-12ICSMGE Brazil.pdf
Hirakawa et al 2006 Behaviour of GRS RW to cyclic dis-8ICG Yokohama.pdf
Hirakawa et al 2006 Residual earth pressure on RW-Roma Symposium.pdf
Huang & Tatsuoka 1990 Bearing capacity of reinforced ground-G&G.pdf
Murata et al 1994 Shaking table tests on large GRS RW model-Tatsuoka & LexchinskySympo.pdf
Watanabe et al 2003 Seismic stability of GRS RW-S&F.pdf
Watanabe et al 2011 Soft ground improvement for railway embankment.pdf
3.
Full-scale model tests of GRS RWs(8)
Tatsuoka & Yamauchi 1986 A reinforcing method for steep clay slopes-G&G.pdf
Tatsuoka et al 1987 Behaviour of steep clay embankment-Post Vienna Singapore.pdf
Tatsuoka et al 1990 Reinforcing steep clay slopes with geotextile-Reinforced soil conf Glasgow.pdf
Tatsuoka et al 2000 Lessons from failure of full-scale models-GeoAsia2000 Kuala Lumpur.pdf
Yamauchi et al 1987 Stability of steep clay embankmen- Post Vienna, Singapore.pdf
Murata et al 1991 A reinforcing method with short reinforcing-Boulder ASCE GSP 27.pdf
Tamura et al 1994 Fullscale lateral loading tests-Tatsuoka&Leschninsky Symposium.pdf
Tateyama et al 1994 Lateral loading tests of columns on facing-Tatsuola&Leschninsky Sympo.pdf
4.
Over-view, principle and design of GRS structures(10)
Tatsuoka et al 2010 Japanese design codes-9ICG Brazil.pdf
Horii et al 1994 Computerized design of GRS RW-Tatsuoka&Leschnisky Symposium.pdf
Leschinsky & Tatsuoka 2013 GRS RW in public-Geosynthetics Magazine.pdf
Tatsuoka 1992 Roles of facing rigidity-IS Kyushu Fukuoka.pdf
Tatsuoka 2008 Carrillo Lecture Sept08-Mexico.pdf
Tatsuoka 2008 Two eng desciplines Secial Lecture-GeoSyntheticsAsia Shanghai.pdf
Tatsuoka 2018 ICG_Prestigious Lecture-11ICG Seoul.pdf
Tatsuoka et al 1994 Closure to Mr Segrestin-Leschinsky & Tatsuoka Symposium.pdf
Tatsuoka et al 1997 Mercer Lecture-GI.pdf
Watanabe et al 2016 Seismic stability of GRS structure-6GA NewDelhi.pdf
5.
Behaviour during earthquakes and floods, tsunami of GRS structures(
14
)
Yamaguchi et al 2013 GRS against tsunami-Bolognia Dov Sympo.pdf
Huang et al 2003 Seismic displacements of GRS RW-GI.pdf
Kato et al 2002 Seismic stability of RWs on slope-7ICG Nice.pdf
Koseki et al 1998 Shaking and tilt tests on GRS RWs-GI.pdf
Matsushima et al 2007 Large overflow tests of GRS-IS Kyushu Fukuoka.pdf
Mohri et al 2009 New direction for disaster prevention-GI.pdf
Shindo & Tatsuoka 2017 Restoration of Sanriku Railway-J JSCE.pdf
Tatsuoka et al 1996 Performance of GRS structures Kobe EQ-S&F.pdf
Tatsuoka et al 1997 Performance of GRS Kobe EQ-ISKyushu Fukuoka.pdf
Tatsuoka et al 1998 Seismic stabiity of GRS structures-6ICG Atlanta.pdf
Tatsuoka et al 2007 Remedial treatment using GR techonology-G&G.pdf
Tatsuoka et al 2012 Recent GRS to mitigate natural disastars-SGCC Bangkok.pdf
Tatsuoka et al 2014 Natural disasters mitigation by GRS-0ICG Berlin.pdf
Watanabe et al 2020 Tsunami Overflow-S&F.pdf
[NEW!!]
6.
GRS bridge abutment and GRS Integral bridge(21)
Yazaki et al 2013 Seismic design of GRS IB-Bologna DovSympo.pdf
Hirakawa et al 2007 Effects on seismic stability of GRS IB- IS Kyusyu Fukuoka.pdf
Kawabe et al 2013 Seismic stability of GRS IB-Bologna Dov Sympo.pdf
Kawabe et al 2015 GRS IB against tsunami-15ARC Fukuoka.pdf
Koda et al 2015 Lateral loading GRS IB-Bologna Dov Sympo.pdf
Koda et al 2018 Design & construction of GRS IB-1ICG Seoul.pdf
Munoz et al 2012 Dynamic stability of GRS IB-GI.pdf
Nakarai et al 2002 Seismic stability of GRS bridge abutment-7ICG Nice.pdf
Shinoda et al 2003 PLPS model tests No.2-S&F.pdf
Shinoda et al 2003 PLPS model tests No1-S&F.pdf
Tatsuoka et al 1997 PLPS reinforced soil-S&F.pdf
Tatsuoka et al 2005 Bridge abutments-Ground imporvement Indra.pdf
Tatsuoka et al 2009 New type Integral Bridge of GRS-GI.pdf
Tatsuoka et al 2010 Discussion&Response GRS IB-GI.pdf
Tatsuoka et al 2012 Stability of existing brigdes-S&F.pdf
Tatsuoka et al 2015 Recent GRS IB-15ARC Fukuoka.pdf
Tatsuoka et al 2016 Research on GRS Integral Bridge-TRG J.pdf
Tatsuoka et al 2018 Higher seismic stability of GRS IB-11ICG Seoul.pdf
Uchimura et al 2003 Performance of PLPS GRS pier-S&F.pdf
Uchimura et al 2005 Vertical & horizontal loading on PLPS pier-S&F.pdf
Watanabe et al 2002 Shaking table tests on GRS abutment-7ICG Nice.pdf
7.
Construction case histories(9)
Kongkitkul et al 2010 Shizuoka Airport GRS Analysis-GI (1).pdf
Soga et al 2018 GRS structures for Nagasaki Route-11ICG Seoul.pdf
Sugimoto et al 2010 Shizuoka Airport GRS Behaviour-9ICG Brazil.pdf
Tateyama et al 1994 GRS RW in Nagoya-Tatsuoka & Leschinsky Sympo.pdf
Tatsuoka & Watanabe 2015 Design, Construction of GRS-Ground Improvement Indra.pdf
Tatsuoka et al 2012 Recent GRS structures for railways & roads-ISHokkaido.pdf
Tatsuoka et al 2014 GRS structures for railways-TIG J by Wu.pdf
Yonezawa et al 2014 GRS structures for Hokkaido Shinkansen-TRG J.pdf
Kanazawa et al 1994 GRS RW at Amagasaki-Tatsuoka & Leschinsky Sympo.pdf
8.
Classified paper list for GRS technology by tatsuoka et al 44.pdf
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