{"id":55050,"date":"2025-07-21T08:00:24","date_gmt":"2025-07-20T23:00:24","guid":{"rendered":"https:\/\/norimen.net\/wordpress\/?p=55050"},"modified":"2026-05-16T16:01:42","modified_gmt":"2026-05-16T07:01:42","slug":"rebar-vs-anchor-vs-pile","status":"publish","type":"post","link":"https:\/\/norimen.net\/en\/rebar-vs-anchor-vs-pile\/","title":{"rendered":"[Comparative Guide] Rebar Insertion vs. Ground Anchors vs. Retaining Piles (For Newcomers)"},"content":{"rendered":"<p>Hello, everyone.<\/p>\n<p>This is Enta.<\/p>\n<p>This time,<strong data-start=\"155\" data-end=\"174\">I\u2019d like to compare the three leading companies in slope stabilization.<\/strong><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-55055\" src=\"https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2025\/07\/ad255157a64aa931ad94f4d507dd4542-1.jpg\" alt=\"Pile Driving, Ground Anchor Installation, Rebar Insertion\" width=\"600\" height=\"338\" srcset=\"https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2025\/07\/ad255157a64aa931ad94f4d507dd4542-1.jpg 600w, https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2025\/07\/ad255157a64aa931ad94f4d507dd4542-1-300x169.jpg 300w\" sizes=\"auto, (max-width: 600px) 100vw, 600px\" \/><\/p>\n<p>(It took me a whole hour to draw this picture... lol)<\/p>\n<p>&nbsp;<\/p>\n<p data-start=\"176\" data-end=\"329\">A construction method often mentioned as a countermeasure against slope disasters such as rockfalls and landslides,<\/p>\n<p data-start=\"176\" data-end=\"329\"><span style=\"font-size: 150%;\"><strong><span style=\"color: #ff0000;\">\"Reinforcement Bar Insertion,\" \"Ground Anchor,\" \"Retaining Pile\"<\/span><\/strong><\/span><\/p>\n<p data-start=\"176\" data-end=\"329\">Commonly known as the \"Big Three\" of deterrence engineering!!<\/p>\n<p data-start=\"176\" data-end=\"329\">All of them<span style=\"font-size: 150%;\"><strong><span style=\"color: #0000ff;\">\u201cStabilizing the ground\u201d<\/span><\/strong><\/span>Although the purpose is the same, there are significant differences in the conditions for use, features, and cost.<\/p>\n<p data-start=\"176\" data-end=\"329\">In this article, I\u2019ll explain the differences between these construction methods, when to use each one, and key design considerations.<\/p>\n<p data-start=\"176\" data-end=\"329\">This is just a rough overview intended for newcomers, so please take it as a general guide ^^<\/p>\n<h2 data-start=\"336\" data-end=\"357\">\ud83d\udd27 Quick Comparison Chart<\/h2>\n<div class=\"_tableContainer_80l1q_1\">\n<div class=\"_tableWrapper_80l1q_14 group flex w-fit flex-col-reverse\" tabindex=\"-1\">\n<table class=\"w-fit min-w-(--thread-content-width)\" data-start=\"359\" data-end=\"1037\">\n<thead data-start=\"359\" data-end=\"407\">\n<tr data-start=\"359\" data-end=\"407\">\n<th data-start=\"359\" data-end=\"380\" data-col-size=\"sm\">Item<\/th>\n<th data-start=\"380\" data-end=\"388\" data-col-size=\"sm\">Reinforcing Bar Installer<\/th>\n<th data-start=\"388\" data-end=\"400\" data-col-size=\"sm\">Ground Anchor<\/th>\n<th data-start=\"400\" data-end=\"407\" data-col-size=\"sm\">Retaining Pile<\/th>\n<\/tr>\n<\/thead>\n<tbody data-start=\"480\" data-end=\"1037\">\n<tr data-start=\"480\" data-end=\"545\">\n<td data-start=\"480\" data-end=\"499\" data-col-size=\"sm\">Main Purpose<\/td>\n<td data-col-size=\"sm\" data-start=\"499\" data-end=\"516\">Soil Reinforcement (Increased Shear Resistance)<\/td>\n<td data-col-size=\"sm\" data-start=\"516\" data-end=\"529\">Adding Friction to a Sliding Surface<\/td>\n<td data-col-size=\"sm\" data-start=\"529\" data-end=\"545\">Containment of the Entire Landslide<\/td>\n<\/tr>\n<tr data-start=\"546\" data-end=\"624\">\n<td data-start=\"546\" data-end=\"565\" data-col-size=\"sm\">Main Structure<\/td>\n<td data-col-size=\"sm\" data-start=\"565\" data-end=\"587\">Steel Rods + Cement Slurry Filling<\/td>\n<td data-col-size=\"sm\" data-start=\"587\" data-end=\"604\">PC steel strand + anchor + tension (cement slurry)<\/td>\n<td data-col-size=\"sm\" data-start=\"604\" data-end=\"624\">Piles (RC or steel pipe) driven deep into the ground (with mortar)<\/td>\n<\/tr>\n<tr data-start=\"625\" data-end=\"703\">\n<td data-start=\"625\" data-end=\"644\" data-col-size=\"sm\">Main Target Audience<\/td>\n<td data-col-size=\"sm\" data-start=\"644\" data-end=\"664\">Rockfalls and Small-Scale Landslides<\/td>\n<td data-col-size=\"sm\" data-start=\"664\" data-end=\"682\">Medium- to Large-Scale Landslides<\/td>\n<td data-col-size=\"sm\" data-start=\"682\" data-end=\"703\">Large-Scale Landslide<\/td>\n<\/tr>\n<tr data-start=\"704\" data-end=\"786\">\n<td data-start=\"704\" data-end=\"721\" data-col-size=\"sm\">Utilizing Tensile Force<\/td>\n<td data-col-size=\"sm\" data-start=\"721\" data-end=\"743\">None (own weight + friction)<\/td>\n<td data-col-size=\"sm\" data-start=\"743\" data-end=\"760\">Yes (apply tension)<\/td>\n<td data-col-size=\"sm\" data-start=\"760\" data-end=\"786\">None<\/td>\n<\/tr>\n<tr data-start=\"787\" data-end=\"858\">\n<td data-start=\"787\" data-end=\"806\" data-col-size=\"sm\">Construction Equipment<\/td>\n<td data-col-size=\"sm\" data-start=\"806\" data-end=\"826\">Suspended, Skid, Hand-dug<\/td>\n<td data-col-size=\"sm\" data-start=\"826\" data-end=\"841\">Rotary Percussion (Skid Crawler)<\/td>\n<td data-col-size=\"sm\" data-start=\"841\" data-end=\"858\">Pile Driver (Large-Diameter Boring) Down-the-Hole Hammer<\/td>\n<\/tr>\n<tr data-start=\"859\" data-end=\"944\">\n<td data-start=\"859\" data-end=\"878\" data-col-size=\"sm\">Maintenance<\/td>\n<td data-col-size=\"sm\" data-start=\"878\" data-end=\"905\">Virtually unnecessary<\/td>\n<td data-col-size=\"sm\" data-start=\"905\" data-end=\"923\">Regular Tension Measurements Are Necessary<\/td>\n<td data-col-size=\"sm\" data-start=\"923\" data-end=\"944\">Pretty much impossible (difficult to check underground)<\/td>\n<\/tr>\n<tr data-start=\"945\" data-end=\"1037\">\n<td data-start=\"945\" data-end=\"965\" data-col-size=\"sm\">Cost<\/td>\n<td data-col-size=\"sm\" data-start=\"965\" data-end=\"991\">Relatively inexpensive<\/td>\n<td data-col-size=\"sm\" data-start=\"991\" data-end=\"1013\">Medium to High Cost<\/td>\n<td data-col-size=\"sm\" data-start=\"1013\" data-end=\"1037\">High cost<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-42297\" src=\"https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2020\/07\/2014-03-15-11.09.28.jpg\" alt=\"Reinforcing Bar Installer\" width=\"600\" height=\"450\" srcset=\"https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2020\/07\/2014-03-15-11.09.28.jpg 600w, https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2020\/07\/2014-03-15-11.09.28-300x225.jpg 300w\" sizes=\"auto, (max-width: 600px) 100vw, 600px\" \/><\/p>\n<h2 data-start=\"1044\" data-end=\"1080\">\u2460 Reinforcing Bar Installer (Self-drilling Bar\/Lockbolt)<\/h2>\n<h3 data-start=\"1082\" data-end=\"1089\">Overview:<\/h3>\n<p data-start=\"1090\" data-end=\"1141\">A construction method that involves inserting steel bars (rebar) into a slope and securing them with cement slurry (grout) to enhance the integrity of the natural ground and improve its shear strength.<\/p>\n<h3 data-start=\"1143\" data-end=\"1150\">Features:<\/h3>\n<ul data-start=\"1151\" data-end=\"1216\">\n<li data-start=\"1151\" data-end=\"1172\">\n<p data-start=\"1153\" data-end=\"1172\">\"Passively\" reinforcing the natural ground without applying tensile force<\/p>\n<\/li>\n<li data-start=\"1173\" data-end=\"1197\">\n<p data-start=\"1175\" data-end=\"1197\">More effective for preventing \"slope failures\" than landslides<\/p>\n<\/li>\n<li data-start=\"1198\" data-end=\"1216\">\n<p data-start=\"1200\" data-end=\"1216\">Designed for relatively shallow slip surfaces and cracks<\/p>\n<\/li>\n<li data-start=\"1198\" data-end=\"1216\">Designed for surface landslides and relatively shallow landslides; acts as a pseudo-retaining wall<\/li>\n<\/ul>\n<h3 data-start=\"1218\" data-end=\"1227\">Advantages:<\/h3>\n<ul data-start=\"1228\" data-end=\"1273\">\n<li data-start=\"1228\" data-end=\"1237\">\n<p data-start=\"1230\" data-end=\"1237\">Low cost<\/p>\n<\/li>\n<li data-start=\"1238\" data-end=\"1261\">\n<p data-start=\"1240\" data-end=\"1261\">Can be installed using a light-duty drilling machine or by hand, making it suitable even for tight job sites<\/p>\n<\/li>\n<li data-start=\"1262\" data-end=\"1273\">\n<p data-start=\"1264\" data-end=\"1273\">Requires virtually no maintenance<\/p>\n<\/li>\n<\/ul>\n<h3 data-start=\"1275\" data-end=\"1285\">Disadvantages:<\/h3>\n<ul data-start=\"1286\" data-end=\"1324\">\n<li data-start=\"1286\" data-end=\"1308\">\n<p data-start=\"1288\" data-end=\"1308\">Limited effectiveness (not suitable for deep slip planes)<\/p>\n<\/li>\n<li data-start=\"1309\" data-end=\"1324\">\n<p data-start=\"1311\" data-end=\"1324\">Reinforcement using only the structure's own weight and friction<\/p>\n<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-41124\" src=\"https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2020\/02\/c666f6f01dd15bda39b72dfd173324a3.png\" alt=\"Retaining Wall Construction + Ground Anchor Construction\" width=\"600\" height=\"400\" \/><\/p>\n<p>&nbsp;<\/p>\n<h2 data-start=\"1331\" data-end=\"1360\">\u2461 Ground Anchor<\/h2>\n<h3 data-start=\"1362\" data-end=\"1369\">Overview:<\/h3>\n<p data-start=\"1370\" data-end=\"1419\">A construction method in which anchor elements (prestressed steel strands) are inserted deeper than the sliding surface to apply tension and \u201cpull\u201d on the surrounding rock to stabilize it.<\/p>\n<h3 data-start=\"1421\" data-end=\"1428\">Features:<\/h3>\n<ul data-start=\"1429\" data-end=\"1483\">\n<li data-start=\"1429\" data-end=\"1445\">\n<p data-start=\"1431\" data-end=\"1445\">Active Construction Methods<\/p>\n<\/li>\n<li data-start=\"1446\" data-end=\"1461\">\n<p data-start=\"1448\" data-end=\"1461\">Effective even on medium- to deep-depth slip surfaces<\/p>\n<\/li>\n<li data-start=\"1462\" data-end=\"1483\">\n<p data-start=\"1464\" data-end=\"1483\">Applying tension produces \u201cimmediate results\u201d<\/p>\n<\/li>\n<\/ul>\n<h3 data-start=\"1485\" data-end=\"1494\">Advantages:<\/h3>\n<ul data-start=\"1495\" data-end=\"1557\">\n<li data-start=\"1495\" data-end=\"1510\">\n<p data-start=\"1497\" data-end=\"1510\">Can handle deep sliding surfaces<\/p>\n<\/li>\n<li data-start=\"1511\" data-end=\"1536\">\n<p data-start=\"1513\" data-end=\"1536\">Can be used in combination with other construction methods (e.g., retaining structures such as retaining walls + ground anchors, etc.)<\/p>\n<\/li>\n<li data-start=\"1537\" data-end=\"1557\">\n<p data-start=\"1539\" data-end=\"1557\">The effects can be quantified, and there is a high degree of design flexibility<\/p>\n<\/li>\n<\/ul>\n<h3 data-start=\"1559\" data-end=\"1569\">Disadvantages:<\/h3>\n<ul data-start=\"1570\" data-end=\"1619\">\n<li style=\"list-style-type: none;\">\n<ul data-start=\"1570\" data-end=\"1619\">\n<li data-start=\"1570\" data-end=\"1577\">\n<p data-start=\"1572\" data-end=\"1577\">High cost.<\/p>\n<\/li>\n<li data-start=\"1578\" data-end=\"1600\">\n<p data-start=\"1580\" data-end=\"1600\">It is necessary to maintain and manage tension (e.g., in measuring devices); recently, particular attention has been paid to managing the head.<\/p>\n<\/li>\n<li data-start=\"1601\" data-end=\"1619\">\n<p data-start=\"1603\" data-end=\"1619\">A dedicated drilling rig with a capacity of approximately 1 to 18 metric tons is required; there are restrictions on construction.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-55056\" src=\"https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2025\/07\/a85fd61ad551735b56ae3ca33482320d.jpg\" alt=\"Landslide Prevention Work\" width=\"500\" height=\"447\" srcset=\"https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2025\/07\/a85fd61ad551735b56ae3ca33482320d.jpg 500w, https:\/\/norimen.net\/wordpress\/wp-content\/uploads\/2025\/07\/a85fd61ad551735b56ae3ca33482320d-300x268.jpg 300w\" sizes=\"auto, (max-width: 500px) 100vw, 500px\" \/><\/p>\n<h2 data-start=\"1626\" data-end=\"1645\">\u2462 Retaining Piles (Pile-Type Landslide Prevention Structures)<\/h2>\n<h3 data-start=\"1647\" data-end=\"1654\">Overview:<\/h3>\n<p data-start=\"1655\" data-end=\"1701\">A construction method that involves driving steel pipes or reinforced concrete piles perpendicular to the landslide slope to physically \u201cblock\u201d the landslide<\/p>\n<h3 data-start=\"1703\" data-end=\"1710\">Features:<\/h3>\n<ul data-start=\"1711\" data-end=\"1765\">\n<li data-start=\"1711\" data-end=\"1726\">\n<p data-start=\"1713\" data-end=\"1726\">Containment of the Entire Landslide<\/p>\n<\/li>\n<li data-start=\"1727\" data-end=\"1749\">\n<p data-start=\"1729\" data-end=\"1749\">Prevent movement by utilizing the pile's bending and shear resistance<\/p>\n<\/li>\n<li data-start=\"1750\" data-end=\"1765\">\n<p data-start=\"1752\" data-end=\"1765\">Adopted as a long-term measure<\/p>\n<\/li>\n<\/ul>\n<h3 data-start=\"1767\" data-end=\"1776\">Advantages:<\/h3>\n<ul data-start=\"1777\" data-end=\"1835\">\n<li data-start=\"1777\" data-end=\"1798\">\n<p data-start=\"1779\" data-end=\"1798\">Highly effective at preventing landslides and capable of handling large-scale landslides<\/p>\n<\/li>\n<li data-start=\"1799\" data-end=\"1820\">\n<p data-start=\"1801\" data-end=\"1820\">Low maintenance (basically maintenance-free)<\/p>\n<\/li>\n<li data-start=\"1821\" data-end=\"1835\">\n<p data-start=\"1823\" data-end=\"1835\">The stabilizing effect is physically evident<\/p>\n<\/li>\n<\/ul>\n<h3 data-start=\"1837\" data-end=\"1847\">Disadvantages:<\/h3>\n<ul data-start=\"1848\" data-end=\"1897\">\n<li data-start=\"1848\" data-end=\"1858\">\n<p data-start=\"1850\" data-end=\"1858\">Extremely expensive<\/p>\n<\/li>\n<li data-start=\"1859\" data-end=\"1880\">\n<p data-start=\"1861\" data-end=\"1880\">Large-scale construction (requires large-scale drilling machines, down-the-hole hammers, and geological surveys)<\/p>\n<\/li>\n<li data-start=\"1881\" data-end=\"1897\">\n<p data-start=\"1883\" data-end=\"1897\">Difficult when there are many underground obstacles<\/p>\n<\/li>\n<\/ul>\n<hr data-start=\"1899\" data-end=\"1902\" \/>\n<h2 data-start=\"1904\" data-end=\"1919\">\ud83c\udfd7\ufe0f How to Use Them in Practice<\/h2>\n<div class=\"_tableContainer_80l1q_1\">\n<div class=\"_tableWrapper_80l1q_14 group flex w-fit flex-col-reverse\" tabindex=\"-1\">\n<table class=\"w-fit min-w-(--thread-content-width)\" data-start=\"1921\" data-end=\"2221\">\n<thead data-start=\"1921\" data-end=\"1978\">\n<tr data-start=\"1921\" data-end=\"1978\">\n<th data-start=\"1921\" data-end=\"1956\" data-col-size=\"sm\">On-Site Situation<\/th>\n<th data-start=\"1956\" data-end=\"1978\" data-col-size=\"sm\">Recommended Construction Methods<\/th>\n<\/tr>\n<\/thead>\n<tbody data-start=\"2045\" data-end=\"2221\">\n<tr data-start=\"2045\" data-end=\"2091\">\n<td data-start=\"2045\" data-end=\"2070\" data-col-size=\"sm\">Reverse-Curl Construction for Reinforcement and Excavation on Landslide-Prone and Weathered Slopes<\/td>\n<td data-col-size=\"sm\" data-start=\"2070\" data-end=\"2091\">Reinforcing Bar Installer<\/td>\n<\/tr>\n<tr data-start=\"2092\" data-end=\"2131\">\n<td data-start=\"2092\" data-end=\"2114\" data-col-size=\"sm\">To reduce the number of rebar insertion operations, given the deep sliding surface and large displacement<\/td>\n<td data-col-size=\"sm\" data-start=\"2114\" data-end=\"2131\">Ground Anchor<\/td>\n<\/tr>\n<tr data-start=\"2132\" data-end=\"2177\">\n<td data-start=\"2132\" data-end=\"2154\" data-col-size=\"sm\">Large-Scale Landslides That Require Comprehensive Monitoring<\/td>\n<td data-col-size=\"sm\" data-start=\"2154\" data-end=\"2177\">Retaining Pile<\/td>\n<\/tr>\n<tr data-start=\"2178\" data-end=\"2221\">\n<td data-start=\"2178\" data-end=\"2200\" data-col-size=\"sm\">Cases Where Combination with Other Methods Is Necessary<\/td>\n<td data-col-size=\"sm\" data-start=\"2200\" data-end=\"2221\">Anchor + retaining wall, or anchor + pile, or pile + catch basin, etc.<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n<hr data-start=\"2223\" data-end=\"2226\" \/>\n<h2 data-start=\"2228\" data-end=\"2261\">\ud83d\udcdd Choose based on ease of installation and the type of surface!<\/h2>\n<ul data-start=\"2263\" data-end=\"2327\">\n<li data-start=\"2263\" data-end=\"2283\">\n<p data-start=\"2265\" data-end=\"2283\">Small-scale, shallow \u2192 <strong data-start=\"2274\" data-end=\"2283\">Reinforcing Bar Installer<\/strong><\/p>\n<\/li>\n<li data-start=\"2284\" data-end=\"2308\">\n<p data-start=\"2286\" data-end=\"2308\">Medium-sized, mid-rise \u2192 <strong data-start=\"2295\" data-end=\"2308\">Ground Anchor<\/strong><\/p>\n<\/li>\n<li data-start=\"2309\" data-end=\"2327\">\n<p data-start=\"2311\" data-end=\"2327\">Large-scale and deep \u2192 <strong data-start=\"2320\" data-end=\"2327\">Retaining Pile<\/strong><\/p>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<p>I think as long as you have a general sense of the atmosphere, you'll be fine.<\/p>\n<p>You'll learn even more by actually working on-site.<\/p>\n<p>Once you take a close look at the actual sites and read the books thoroughly, you\u2019ll find yourself completely immersed in the fascinating world of civil engineering!!<\/p>\n<p>&nbsp;<\/p>\n<p>See you later.<\/p>","protected":false},"excerpt":{"rendered":"<p>Hello, everyone. This is Enta. In this post, I\u2019d like to compare the \u201cBig Three\u201d in slope stabilization. (It took me a whole hour just to draw this picture\u2026 lol)   \u201cReinforcement Insertion,\u201d \u201cGround An\u2026,\u201d and other methods you often hear about as countermeasures against slope disasters such as rockfalls and landslides\u2026<\/p>","protected":false},"author":2,"featured_media":55058,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"_bbp_topic_count":0,"_bbp_reply_count":0,"_bbp_total_topic_count":0,"_bbp_total_reply_count":0,"_bbp_voice_count":0,"_bbp_anonymous_reply_count":0,"_bbp_topic_count_hidden":0,"_bbp_reply_count_hidden":0,"_bbp_forum_subforum_count":0,"footnotes":"","jetpack_post_was_ever_published":false},"categories":[28,30],"tags":[48,116,1207,1227,2994,3898,5461],"class_list":["post-55050","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-ground-anchor","category-lock-bolt","tag-48","tag-116","tag-1207","tag-1227","tag-2994","tag-3898","tag-5461"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v28.2 (Yoast SEO v28.2) - https:\/\/yoast.com\/product\/yoast-seo-premium-wordpress\/ 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