Issues

Original article

Experiments on the piping behavior of geofiber-reinforced soil

A. Das; B.V.S. Viswanadham
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Influence of tire fiber inclusions on shear strength of sand

A. Edinçliler; V. Ayhan
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An analytical method to predict the pullout response of geotextiles

L. Weerasekara; D. Wijewickreme
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Dynamic behavior of reinforced slopes: horizontal acceleration response

C.-C. Huang; J.-C. Horng; W.-J. Chang; S.-Y. Chueh; J.-S. Chiou; C.-H. Chen
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Use of coir geotextiles in unpaved road construction

P. Vinod; M. Minu
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Protection of buried pipes against accidental damage using geosynthetics

E.M. Palmeira; H.K.P.A. Andrade
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Influence of unloading–reloading processes on the pullout resistance of geogrid

N.H. Giang; J. Kuwano; J. Izawa; S. Tachibana
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Effect of NaCl on hydraulic properties of bentonite and bentonite–palygorskite mixture

J. Frankovská; S. Andrejkovičová; I. Janotka
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Discussion

A new type of integral bridge comprising geosynthetic-reinforced soil walls. Tatsuoka, F., Hirakawa, D., Nojiri, M., Aizawa, H., Nishikiori, H., Soma, R., Tateyama, M. and Watanabe, K. (2009). Geosynthetics International, IS Kyushu 2007 Special Issue, 16, No. 4, 301–326.

M. Xu; C.R.I. Clayton; A. Bloodworth
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Add to Citation Manager for A new type of integral bridge comprising geosynthetic-reinforced soil walls. Tatsuoka, F., Hirakawa, D., Nojiri, M., Aizawa, H., Nishikiori, H., Soma, R., Tateyama, M. and Watanabe, K. (2009). <em>Geosynthetics International</em>, IS Kyushu 2007 Special Issue, <strong>16</strong>, No. 4, 301–326.