{"id":1560,"date":"2022-10-06T22:14:31","date_gmt":"2022-10-07T04:14:31","guid":{"rendered":"https:\/\/www.yongtechnology.com\/?page_id=1560"},"modified":"2026-01-27T08:47:22","modified_gmt":"2026-01-27T15:47:22","slug":"publications","status":"publish","type":"page","link":"https:\/\/www.yongtechnology.com\/zh\/publications\/","title":{"rendered":"\u76f8\u5173\u6587\u732e"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"1560\" class=\"elementor elementor-1560\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-1e02d5e elementor-section-height-min-height elementor-section-boxed elementor-section-height-default elementor-section-items-middle\" data-id=\"1e02d5e\" data-element_type=\"section\" data-e-type=\"section\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-f9c0c65\" data-id=\"f9c0c65\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-168c87e elementor-widget-divider--view-line elementor-widget elementor-widget-divider\" data-id=\"168c87e\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"divider.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-divider\">\n\t\t\t<span class=\"elementor-divider-separator\">\n\t\t\t\t\t\t<\/span>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-896ec6c elementor-widget elementor-widget-heading\" data-id=\"896ec6c\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h1 class=\"elementor-heading-title elementor-size-default\">\u76f8\u5173\u6587\u732e<\/h1>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-1dd474d elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"1dd474d\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-459d0be\" data-id=\"459d0be\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-1160085 elementor-widget elementor-widget-spacer\" data-id=\"1160085\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-7d1ed82 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7d1ed82\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-c23f896\" data-id=\"c23f896\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-fc1612f elementor-widget elementor-widget-heading\" data-id=\"fc1612f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">PyPile \u76f8\u5173\u6587\u732e<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-4adb269 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"4adb269\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-000128b\" data-id=\"000128b\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-66fafcd elementor-widget elementor-widget-text-editor\" data-id=\"66fafcd\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<ol>\n<li>Heming Han, Zhihao Meng, Bin Shi, etc. A method for monitoring of monopile horizontal displacement of offshore wind turbine based on UWFBG and boundary reconstruction. Measurement 2025; 252:117384.<\/li>\n<li>Mahmoud El Gendy, Ibrahim El Arabi, Ahmed ELbarbary, Mohamed Hamed. Comparative study of structural behavior of CFRP tubes and traditional steel for pile and column applications compliance with international codes.&nbsp;Discover Civil Engineering 2025; 2(84).<\/li>\n<li style=\"font-size: 15px;\"><span style=\"font-size: 15px;\">Aflizal Arafianto, Maritin Wijaya. Deriving a p-y Curve from Lateral Pile Load Tests &#8211; Case Studies in Alluvial OC Clays. Earth and Environmental Science. 2023<\/span><\/li>\n<li style=\"font-size: 15px;\"><span style=\"font-size: 15px;\">Daniel Sch\u00f6ler. Methode zur Schnittgr\u00f6\u00dfenermittlung f\u00fcr horizontal beanspruchte Gr\u00fcndungspf\u00e4hle. Deep Foundation Design LLC 2023.<br><\/span><\/li>\n<li>Prakash K, Anitha J, Muhil Ovian A B, Naveen Kumar S.&nbsp;Behavioural analysis of R.C.C Pile Foundation by using&nbsp;metakaolin as a partial replacement in concrete.&nbsp;Advanced Research in Basic Engineering Sciences and Technology 2023; 9(7):215-227.<\/li>\n<li style=\"font-size: 15px;\"><span style=\"font-size: 15px;\">Crispin, Jamie J. Static and Dynamic Analysis of Piles in Inhomogeneous Soil. Dissertation 2022.<\/span><\/li>\n<li style=\"font-size: 15px;\">Leineth Tatiana Cardona Moron, Analisis Del Comportamiento Del Pilotes Cortos Ante Cargas Laterales. Mujeres en Ingenireria: Empoderamiento, Liderazgo y Compromiso. 2021.<\/li>\n<li style=\"font-size: 15px;\">Felipe Freitas de&nbsp;<span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Rubik; font-size: 15px; font-style: normal; font-weight: 400;\">Oliveira<\/span>. Proposta de Modifica\u00e7\u00e3o de Metodologia de Previs\u00e3o de Deslocamentos Horizontais de Estacas H\u00e9lice Cont\u00ednua em Solo Granular. Disserta\u00e7\u00e3o 2020.<\/li>\n<li style=\"font-size: 15px;\">Tomi Keto. Lateral load capacity of piles in cohesive and cohesionless soils. Thesis 2020.<\/li>\n<li style=\"font-size: 15px;\"><span style=\"font-size: 15px;\">Mohamed K. El-Kazak, Mohamed Abdel-mooty, Adel Akl.&nbsp;Performance-Based Plastic Design of Earthquake for Special Moment Reinforced Concrete Frames Considering Soil-Pile-Structure-Interaction.&nbsp;Al Azhar University Civil Engineering Research Magazine (CERM) 2019; 441(4):90-101.<\/span><\/li>\n<li style=\"font-size: 15px;\"><span style=\"font-size: 15px;\">Omed Azeez, Rizgar Hummadi, Ahmed Hasan.&nbsp;Ultimate capacity of laterally loaded pile foundation in dry and saturated layered soils. International Journal of Engineering Research and Technology. 2019;12(10):1647-1653.<\/span><\/li>\n<li>Yang Yu, Hongyue Sun, C. Hsein Juang. A New Model for Response of Laterally Loaded Piles in Soil-Rock Mixtures. Computers and Geotechnics 2018;104:237-246.<\/li>\n<li style=\"font-size: 15px;\"><span style=\"font-size: 15px;\">Tiago de Souza Magnus.&nbsp;The effect of modeling lateral stiffness of pile foundations on numerical analyses of structural frames. Thesis 2018.<\/span><\/li>\n<li style=\"font-size: 15px;\"><span style=\"font-size: 15px;\">Candela Carrillo Herrero. Calculo de Pilotes Sometidos a Cargas Laterales. Applicacion a Cimentaciones para Postes Ferroviarios. Dissertation 2018.<\/span><\/li>\n<li>Edgar Leonardo Salamanca-Medina, Nebardo Arturo Abril-Gonz\u00e1lez. Physical scale modeling of single free head piles under lateral loading in cohesive soils.&nbsp;Ingenieria Investigacion y Desarrollo 2017;17(2):73-82.<\/li>\n<\/ol>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-6ad8313 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"6ad8313\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-6e3df8a\" data-id=\"6e3df8a\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-2d3f3e0 elementor-widget elementor-widget-heading\" data-id=\"2d3f3e0\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">LEMSlope Related Publications<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-4f94dc5 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"4f94dc5\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-4905129\" data-id=\"4905129\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-5bac56b elementor-widget elementor-widget-text-editor\" data-id=\"5bac56b\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<ol>\n<li>Mauricio Garcia-Feria, Marco Uzielli, and Andrea Geppetti. Probabilistic Geotechnical Modeling of the Resilience of Slopes: Framework, Guidelines, and Comparative Case-Study Assessment for Bioengineered, Conventional, and Combined Stabilization. Available at SSRN: https:\/\/ssrn.com\/abstract=5347524 or http:\/\/dx.doi.org\/10.2139\/ssrn.5347524. 2025.<\/li>\n<li><span style=\"font-size: 15px;\">Tommaso Francesco Maria Martino. Analisi Probabilistica di Stabilita Geotecnica di Discariche: Aspetti Modellistici e Applicatione Alla Discarica di San Martino a Maiano (FI). Thesis 2023.<\/span><\/li>\n<\/ol>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-7a8f49d elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7a8f49d\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-38778c5\" data-id=\"38778c5\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-759d482 elementor-widget elementor-widget-heading\" data-id=\"759d482\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">GeoRose \u76f8\u5173\u6587\u732e<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-be86ebd elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"be86ebd\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-a895206\" data-id=\"a895206\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-0dcb906 elementor-widget elementor-widget-text-editor\" data-id=\"0dcb906\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<ol><li>Bailey Drover.\u00a0A record of transpression-related brittle-ductile deformation and associated alteration within\u00a0granitoid plutons of the Wabigoon subprovince, Superior Province. Thesis 2022.<\/li><li>Nicholas T. Smith, Jonathan W. Merritt, Emrys R. Phillips. High-resolution 3D geological modelling of heterogeneity in poorly exposed glacial deposits using sedimentary and glaciotectonic architectural element analysis: a case example from Sellafield in west Cumbria, UK.\u00a0Quarterly Journal of Engineering Geology and Hydrogeology 2022;56.<\/li><li>John Parianos, Anthony O\u2019Sullivan, Pedro Madureira.\u00a0Geology of parts of the central and eastern Clarion Clipperton Zone.\u00a0Journal of Maps 2022;18(2):232\u2013245.<\/li><li>Siti Nur Fathiyah Jamaludin, Manuel Pubellier, Benjamin Sautter.\u00a0Shallow vs. Deep Subsurface Structures of Central Luconia\u00a0Province, Offshore Malaysia Reveal by Aeromagnetic, Airborne\u00a0Gravity and Seismic Data. Applied Sciences 2021;11(5095).<\/li><li><span style=\"font-size: 15px;\">Mohamad Nur Heriawan , Rifqy Adwin Hafizsyah, Jihan Syifa Hanunah, Arie Naftali Hawu Hede , Dwiyogarani Malik. Surface and Subsurface Fracture Zones Modeling Using Automatic Lineament Analysis and Geostatistical Method, with Case Study of Wayang Windu Geothermal Field, West Java, Indonesia. Earth and Environmental Science 417 2020.<br \/><\/span><\/li><li><span style=\"font-size: 15px;\">Alberto Bosino, Luisa Pellegrini, Adel Omran, Massimiliano Bordoni, Claudia Meisina &amp; Michael Maerker. Litho-structure of the Oltrepo Pavese, Northern Apennines (Italy).\u00a0Journal of Maps 2019\u00a015(2):382-392.<\/span><\/li><li style=\"font-size: 15px;\">R. M. Borden1 and D. M. Burr.\u00a0Analysis of Small-Scale Wrinkle Ridges in Aeolis Dorsa, Mars.\u00a049th Lunar and Planetary Science Conference 2018 (LPI Contrib. No. 2083) 1003.<\/li><li>Emre Bengu. Post-Paleogene Stress Distribution in the Bartin-Ulus-Safranbolu Basins, Western Pontides, Turkey. Thesis 2017.<\/li><li>Soumyajit Mukherjee, Kieran F. Mulchrone. Ductile Shear Zones: From Micro- to Macro-scales. 2015. Publisher: Wiley-Blackwell. ISBN: 978-1-118-84496-0.<\/li><li style=\"font-size: 15px;\">Sarah J Swanson, Richard Barker, Yonggeng Ye, Simon Gilroy. Evaluating mechano-transduction and touch responses in plant roots.\u00a0Methods Mol Biol. 2015;1309:143-50.<\/li><\/ol>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"<p>Publications PyPile Related Publications Heming Han, Zhihao Meng, Bin Shi, etc. A method for monitoring of monopile horizontal displacement of offshore wind turbine based on UWFBG and boundary reconstruction. Measurement 2025; 252:117384. Mahmoud El Gendy, Ibrahim El Arabi, Ahmed ELbarbary, Mohamed Hamed. Comparative study of structural behavior of CFRP tubes and traditional steel for pile [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"ocean_post_layout":"full-screen","ocean_both_sidebars_style":"","ocean_both_sidebars_content_width":0,"ocean_both_sidebars_sidebars_width":0,"ocean_sidebar":"0","ocean_second_sidebar":"0","ocean_disable_margins":"on","ocean_add_body_class":"","ocean_shortcode_before_top_bar":"","ocean_shortcode_after_top_bar":"","ocean_shortcode_before_header":"","ocean_shortcode_after_header":"","ocean_has_shortcode":"","ocean_shortcode_after_title":"","ocean_shortcode_before_footer_widgets":"","ocean_shortcode_after_footer_widgets":"","ocean_shortcode_before_footer_bottom":"","ocean_shortcode_after_footer_bottom":"","ocean_display_top_bar":"default","ocean_display_header":"default","ocean_header_style":"transparent","ocean_center_header_left_menu":"0","ocean_custom_header_template":"0","ocean_custom_logo":0,"ocean_custom_retina_logo":0,"ocean_custom_logo_max_width":0,"ocean_custom_logo_tablet_max_width":0,"ocean_custom_logo_mobile_max_width":0,"ocean_custom_logo_max_height":0,"ocean_custom_logo_tablet_max_height":0,"ocean_custom_logo_mobile_max_height":0,"ocean_header_custom_menu":"0","ocean_menu_typo_font_family":"0","ocean_menu_typo_font_subset":"","ocean_menu_typo_font_size":0,"ocean_menu_typo_font_size_tablet":0,"ocean_menu_typo_font_size_mobile":0,"ocean_menu_typo_font_size_unit":"px","ocean_menu_typo_font_weight":"","ocean_menu_typo_font_weight_tablet":"","ocean_menu_typo_font_weight_mobile":"","ocean_menu_typo_transform":"","ocean_menu_typo_transform_tablet":"","ocean_menu_typo_transform_mobile":"","ocean_menu_typo_line_height":0,"ocean_menu_typo_line_height_tablet":0,"ocean_menu_typo_line_height_mobile":0,"ocean_menu_typo_line_height_unit":"","ocean_menu_typo_spacing":0,"ocean_menu_typo_spacing_tablet":0,"ocean_menu_typo_spacing_mobile":0,"ocean_menu_typo_spacing_unit":"","ocean_menu_link_color":"","ocean_menu_link_color_hover":"","ocean_menu_link_color_active":"","ocean_menu_link_background":"","ocean_menu_link_hover_background":"","ocean_menu_link_active_background":"","ocean_menu_social_links_bg":"","ocean_menu_social_hover_links_bg":"","ocean_menu_social_links_color":"","ocean_menu_social_hover_links_color":"","ocean_disable_title":"on","ocean_disable_heading":"default","ocean_post_title":"","ocean_post_subheading":"","ocean_post_title_style":"","ocean_post_title_background_color":"","ocean_post_title_background":0,"ocean_post_title_bg_image_position":"","ocean_post_title_bg_image_attachment":"","ocean_post_title_bg_image_repeat":"","ocean_post_title_bg_image_size":"","ocean_post_title_height":0,"ocean_post_title_bg_overlay":0.5,"ocean_post_title_bg_overlay_color":"","ocean_disable_breadcrumbs":"off","ocean_breadcrumbs_color":"","ocean_breadcrumbs_separator_color":"","ocean_breadcrumbs_links_color":"","ocean_breadcrumbs_links_hover_color":"","ocean_display_footer_widgets":"default","ocean_display_footer_bottom":"default","ocean_custom_footer_template":"0","footnotes":""},"class_list":["post-1560","page","type-page","status-publish","hentry","entry"],"jetpack_sharing_enabled":true,"_links":{"self":[{"href":"https:\/\/www.yongtechnology.com\/zh\/wp-json\/wp\/v2\/pages\/1560","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.yongtechnology.com\/zh\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.yongtechnology.com\/zh\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.yongtechnology.com\/zh\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.yongtechnology.com\/zh\/wp-json\/wp\/v2\/comments?post=1560"}],"version-history":[{"count":64,"href":"https:\/\/www.yongtechnology.com\/zh\/wp-json\/wp\/v2\/pages\/1560\/revisions"}],"predecessor-version":[{"id":3005,"href":"https:\/\/www.yongtechnology.com\/zh\/wp-json\/wp\/v2\/pages\/1560\/revisions\/3005"}],"wp:attachment":[{"href":"https:\/\/www.yongtechnology.com\/zh\/wp-json\/wp\/v2\/media?parent=1560"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}