curtain walls they consist of rigid usually made reinforced concrete pumped or shotcrete with ties anchored in the ground responsible for combating active resting thrusts these special steel monobars low relaxation ropes are prestressed pushing wall against guaranteeing stability slope and preventing undesirable mass movements a 5 {i 0 s 4 “1133” i 1 “1134” 2 “1135” 3 “1136” “1137” } stapled soil technique used to stabilize natural slopes embankments its main stabilizing mechanism is restriction deformations massif unlike tie rods staples do not have free section defined as passive elements only required when there tendency movement generally pre-tensioned their can be high-strength wire mesh “1142” “1143” “1144” “1145” “1146” drainage network directing rainwater watercourses this correct routing prevents excessive infiltration which damage addition sizing erosion turn into landslides gullies etc structures make containment works last longer “1149” “1150” “1151” “1152” “1153” dynamic barriers flexible designed contain decelerate blocks rock solution applied general becomes economically unfeasible sized by energy must able absorb kinetic falling through friction generated components “1156” “1157” debris flow slow down begins behave fluid manner it has great deal destructive potential just powerful therefore common interventions more than one barrier installed so that all them together manage break consistent “1160” “1161” “1162” tunnel containments tunnels containing possible detachments case underground mining type covered solutions rockburst sudden “explosion” solid detaches release railway road use from onto permanent way derailments considered worst types accident 7 “1165” “1166” “1167” “1168” “1169” “1170” 6 “1171” cleaning important because allows you check pathologies cannot seen layer surface vegetation such cracks order monitor some using prisms example necessary clean topographic equipment aimed at instrument question done manually mechanized remotely controlled depending on complexity access site and\/or dam “1174” “1175” “1176” “1177” “1178” “1179” instrumentation consists installing devices previously chosen locations measure various quantities relevant given pore pressures water levels most commonly instruments piezometers level indicators inclinometers markers crack meter settlement pins other also specific parameter measured “1182” “1183” “1184” “1187” dhp execution deep sub-horizontal drains keeping table an unwanted rise dimensioned according hydrogeological rainfall studies each installation allow directed away thus improving structure’s safety factor “1190” “1191” “1192” “1193” direita <\/p>","protected":false},"excerpt":{"rendered":"
curtain walls they consist of rigid usually made reinforced concrete pumped or shotcrete with ties anchored in the ground responsible for combating active resting thrusts these special steel monobars low relaxation ropes are prestressed pushing wall against guaranteeing stability slope and preventing undesirable mass movements a 5 {i 0 s 4 “1133” i 1 “1134” […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"template-servicos.php","meta":{"_acf_changed":false},"class_list":["post-343","page","type-page","status-publish","hentry"],"acf":[],"yoast_head":"\n