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A model of failure stages of overtopped homogeneous embankments
by Chaiyuth Chinnarasri
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    Laboratory study of tsunami wave forces on buildings at Phang-Nga beach, Thailand
    by Chaiyuth Chinnarasri
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      Experimental investigation of streambank damage due to large seepage
      by Chaiyuth Chinnarasri
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        Outflow through the breach of embankment dams
        by Chaiyuth Chinnarasri
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          Tsunami simulation for wave run-up in Phuket, Thailand
          by Chaiyuth Chinnarasri
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            Mud coastal protection using triangular modules of breakwater made of Bamboo
            by Chaiyuth Chinnarasri
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              Laboratory study of maximum scour depth downstream of sills
              by Chaiyuth Chinnarasri
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                Experimental investigation of wave forces on land structures at Phang-Nga beach, Thailand
                by Chaiyuth Chinnarasri
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                  Energy dissipation on stepped spillways with end sill
                  by Chaiyuth Chinnarasri
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                    Model of flow over spillways by computational fluid dynamics
                    by Chaiyuth Chinnarasri
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                      Improvement of drainage operational scheme in lowland area of Bangkok
                      by Chaiyuth Chinnarasri
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                        Hydraulic characteristics of gabion-stepped weirs
                        by Chaiyuth Chinnarasri
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                          Flow patterns and damage of dike overtopping
                          by Chaiyuth Chinnarasri
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                            Embankment dam breach and its outflow characteristics
                            by Chaiyuth Chinnarasri
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                              Factors on flood problems in Ubon Ratchathani province Thailand
                              by Chaiyuth Chinnarasri
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                                The impact of tsunami-induced bores on buildings
                                by Chaiyuth Chinnarasri
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                                  Energy loss through stepped gabion spillways
                                  by Chaiyuth Chinnarasri
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