{"id":5111,"date":"2023-06-08T14:54:57","date_gmt":"2023-06-08T07:54:57","guid":{"rendered":"https:\/\/lib.rmutto.ac.th\/?p=5111"},"modified":"2023-06-08T14:55:02","modified_gmt":"2023-06-08T07:55:02","slug":"dr-surat-semmad","status":"publish","type":"post","link":"https:\/\/lib.rmutto.ac.th\/?p=5111","title":{"rendered":"Dr.Surat Semmad"},"content":{"rendered":"[vc_row type=”in_container” full_screen_row_position=”middle” column_margin=”default” scene_position=”center” text_color=”dark” text_align=”left” overlay_strength=”0.3″ shape_divider_position=”bottom” bg_image_animation=”none” css=”.vc_custom_1496485055416{margin-bottom: 32px !important;}”][vc_column column_padding=”no-extra-padding” column_padding_position=”all” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_link_target=”_self” column_shadow=”none” column_border_radius=”none” width=”2\/3″ tablet_width_inherit=”default” tablet_text_alignment=”default” phone_text_alignment=”default” overlay_strength=”0.3″ column_border_width=”none” column_border_style=”solid” bg_image_animation=”none”][image_with_animation image_url=”5113″ alignment=”” animation=”Fade In” hover_animation=”none” border_radius=”none” box_shadow=”none” image_loading=”default” max_width=”100%” max_width_mobile=”default”][\/vc_column][vc_column column_padding=”no-extra-padding” column_padding_position=”all” background_color_opacity=”1″ background_hover_color_opacity=”1″ column_link_target=”_self” column_shadow=”none” column_border_radius=”none” width=”1\/3″ tablet_width_inherit=”default” tablet_text_alignment=”default” phone_text_alignment=”default” overlay_strength=”0.3″ column_border_width=”none” column_border_style=”solid” bg_image_animation=”none”][vc_column_text]\"?\"<\/span>\"?\"<\/span>#AcademicWorks<\/a>
\nDr.Surat Semmad
\nLecturer, Department of Civil Engineering
\nFaculty of Engineering and Architecture
\nRajamangala University of Technology Tawan-ok,\u00a0#UthenthawaiCampus<\/a><\/p>\n

\"?\"<\/span> A coupled simulation of lateral erosion, unsaturated seepage and bank instability due to prolonged high flow. Geomechanics for Energy and the Environment, Volume 32 December 2022. https:\/\/shorturl.asia\/zStoW<\/a><\/p>\n

\"?\"<\/span> Influence of Erosion Control Materials and Plant to Erodibility Parameters Implemented by Laboratory Submerged Jet Erosion Test. The 27th National Convention on Civil Engineering.\u00a0https:\/\/shorturl.asia\/HYWzx<\/a><\/p>\n

\"?\"<\/span>ResearchGate:\u00a0https:\/\/www.researchgate.net\/profile\/Surat-Semmad<\/a><\/p>\n

\"?\"<\/span>Google Scholar Profile:\u00a0https:\/\/scholar.google.com\/citations?hl=en&user=sYJL1eAAAAAJ<\/a>[\/vc_column_text][\/vc_column][\/vc_row]\n","protected":false},"excerpt":{"rendered":"

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