{"id":32484,"date":"2024-08-26T11:39:08","date_gmt":"2024-08-26T09:39:08","guid":{"rendered":"https:\/\/support.geostru.eu\/?post_type=ufaq&#038;p=32484"},"modified":"2024-08-26T11:39:37","modified_gmt":"2024-08-26T09:39:37","slug":"i-need-some-clarification-regarding-the-calculation-of-the-reaction-modulus-ks-by-default-the-programme-uses-bowles-method-can-i-have-more-details","status":"publish","type":"ufaq","link":"https:\/\/support.geostru.eu\/en\/ufaqs\/i-need-some-clarification-regarding-the-calculation-of-the-reaction-modulus-ks-by-default-the-programme-uses-bowles-method-can-i-have-more-details\/","title":{"rendered":"I need some clarification regarding the calculation of the reaction modulus Ks, by default the programme uses Bowles&#8217; method, can I have more details?"},"content":{"rendered":"<div  class=\"ewd-ufaq-faq-list ewd-ufaq-page-type-load_more ewd-ufaq-faq-category-title-accordion\" id='ewd-ufaq-faq-list'>\n\n\t<input type='hidden' name='show_on_load' value='' id='ewd-ufaq-show-on-load' \/>\n<input type='hidden' name='include_category' value='' id='ewd-ufaq-include-category' \/>\n<input type='hidden' name='exclude_category' value='' id='ewd-ufaq-exclude-category' \/>\n<input type='hidden' name='orderby' value='title' id='ewd-ufaq-orderby' \/>\n<input type='hidden' name='order' value='desc' id='ewd-ufaq-order' \/>\n<input type='hidden' name='post_count' value='-1' id='ewd-ufaq-post-count' \/>\n<input type='hidden' name='current_url' value='\/en\/wp-json\/wp\/v2\/ufaq\/32484' id='ewd-ufaq-current-url' \/>\n\t\n\t\n\t<div class='ewd-ufaq-faqs'>\n\n\t\t<div  class=\"ewd-ufaq-faq-div ewd-ufaq-faq-column-count-one ewd-ufaq-faq-responsive-columns- ewd-ufaq-faq-display-style-default\" id='ewd-ufaq-post-32484-rzLCUTMa0H' data-post_id='32484'>\n\n\t<div class='ewd-ufaq-faq-title '>\n\t\n\t<a class='ewd-ufaq-post-margin'  href='https:\/\/support.geostru.eu\/en\/ufaqs\/i-need-some-clarification-regarding-the-calculation-of-the-reaction-modulus-ks-by-default-the-programme-uses-bowles-method-can-i-have-more-details\/'>\n\n\t\t<div class='ewd-ufaq-post-margin-symbol ewd-ufaq-square'>\n\t\t\t<span >A<\/span>\n\t\t<\/div>\n\n\t\t<div class='ewd-ufaq-faq-title-text'>\n\n\t\t\t<h4>\n\t\t\t\tI need some clarification regarding the calculation of the reaction modulus Ks, by default the programme uses Bowles&#8217; method, can I have more details?\t\t\t<\/h4>\n\n\t\t<\/div>\n\n\t\t<div class='ewd-ufaq-clear'><\/div>\n\n\t<\/a>\n\t\n<\/div>\n\t\n\t<div class='ewd-ufaq-faq-body ' >\n\n\t\t\n\t\t\t\n\t\t\n\t\t\t<div class='ewd-ufaq-post-margin ewd-ufaq-faq-post'>\n\t\n<p>A distinction must be made between the case where Ks is constant with depth and the case where it is variable.In the former case:<\/p>\n\n\n\n<p>Ks=qa\/unit subsidence<\/p>\n\n\n\n<p>where qa=qult\/FS<\/p>\n\n\n\n<p>qult=limiting load<\/p>\n\n\n\n<p>FS=safety factor (2 or 3 depending on the lithology)<\/p>\n\n\n\n<p>In the second instead:<\/p>\n\n\n\n<p>Ks=40*(c*Nc+0.5*gamma*B*Ngamma)+40*(gamma*Nq*Z)<\/p>\n\n\n\n<p>Nc, Ngamma, Nq e.g. Hansen&#8217;s coefficients.<\/p>\n<\/div>\n\t\t\n\t\t\t<div class='ewd-ufaq-faq-custom-fields'>\n\n\t\n<\/div>\n\t\t\n\t\t\t\n\t\t\n\t\t\t\n\t\t\n\t\t\t\n\t\t\n\t\t\t\n\t\t\n\t\t\t<div class='ewd-ufaq-permalink'>\n\t\n\t<a href='https:\/\/support.geostru.eu\/en\/ufaqs\/i-need-some-clarification-regarding-the-calculation-of-the-reaction-modulus-ks-by-default-the-programme-uses-bowles-method-can-i-have-more-details\/'>\n\t\t\n\t\tPermalink\t\t <div class='ewd-ufaq-permalink-image'><\/div> \t\n\t<\/a>\n\n<\/div>\n\t\t\n\t\t\t\n\t\t\n\t\t\t<div class='ewd-ufaq-back-to-top'>\n\t\n\t<a class='ewd-ufaq-back-to-top-link'>\n\t\tBack to Top\t<\/a>\n\n<\/div>\n\t\t\n\t<\/div>\n\n<\/div>\n\t<\/div>\n\n\t\n<\/div>","protected":false},"excerpt":{"rendered":"<p>A I need some clarification regarding the calculation of the reaction modulus Ks, by default the programme uses Bowles&#8217; method, can I have more details? A distinction must be made between the case where Ks is constant with depth and the case where it is variable.In the former case: Ks=qa\/unit subsidence where qa=qult\/FS qult=limiting load&hellip;<\/p>\n","protected":false},"author":16658,"comment_status":"closed","ping_status":"closed","template":"","ufaq-category":[3367],"ufaq-tag":[],"class_list":["post-32484","ufaq","type-ufaq","status-publish","hentry","ufaq-category-spw-sheet-pile-wall-design","description-off"],"_links":{"self":[{"href":"https:\/\/support.geostru.eu\/en\/wp-json\/wp\/v2\/ufaq\/32484"}],"collection":[{"href":"https:\/\/support.geostru.eu\/en\/wp-json\/wp\/v2\/ufaq"}],"about":[{"href":"https:\/\/support.geostru.eu\/en\/wp-json\/wp\/v2\/types\/ufaq"}],"author":[{"embeddable":true,"href":"https:\/\/support.geostru.eu\/en\/wp-json\/wp\/v2\/users\/16658"}],"replies":[{"embeddable":true,"href":"https:\/\/support.geostru.eu\/en\/wp-json\/wp\/v2\/comments?post=32484"}],"wp:attachment":[{"href":"https:\/\/support.geostru.eu\/en\/wp-json\/wp\/v2\/media?parent=32484"}],"wp:term":[{"taxonomy":"ufaq-category","embeddable":true,"href":"https:\/\/support.geostru.eu\/en\/wp-json\/wp\/v2\/ufaq-category?post=32484"},{"taxonomy":"ufaq-tag","embeddable":true,"href":"https:\/\/support.geostru.eu\/en\/wp-json\/wp\/v2\/ufaq-tag?post=32484"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}