{"id":8840,"date":"2025-12-25T08:12:26","date_gmt":"2025-12-25T01:12:26","guid":{"rendered":"https:\/\/mayxaydunghanoi.com\/project-for-renovation-and-upgrading-of-provincial-road-dh60-an-thi-district-km0500-km3500-section\/"},"modified":"2025-12-25T08:14:35","modified_gmt":"2025-12-25T01:14:35","slug":"project-for-renovation-and-upgrading-of-provincial-road-dh60-an-thi-district-km0500-km3500-section","status":"publish","type":"post","link":"https:\/\/mayxaydunghanoi.com\/en\/project-for-renovation-and-upgrading-of-provincial-road-dh60-an-thi-district-km0500-km3500-section\/","title":{"rendered":"Project for Renovation and Upgrading of Provincial Road \u0110H60, \u00c2n Thi District (Km0+500 \u2013 Km3+500 Section)"},"content":{"rendered":"<h2>\nThe renovation and upgrading project of \u0110H60 Road, from Km0+500 to Km3+500, located in \u00c2n Thi District (H\u01b0ng Y\u00ean Province), is currently under implementation, with one of its key components being the construction of the new V\u00e2n Bridge \u2013 a structure spanning an inter-regional irrigation canal.<br \/>\n<\/h2>\n<p>The investment in constructing V\u00e2n Bridge not only aims to improve traffic capacity and reduce localized congestion, but also contributes to <strong>enhancing local transportation infrastructure connectivity<\/strong>, thereby supporting socio-economic development in the southern area of \u00c2n Thi District and neighboring communes.<\/p>\n<p><iframe loading=\"lazy\" title=\"Renovation and Upgrading Project of \u0110H60 Road, \u00c2n Thi District (Section from Km0+500 to Km3+500)\" src=\"https:\/\/www.youtube.com\/embed\/xyFqyMT6AR0\" width=\"100%\" height=\"450\" frameborder=\"0\" allowfullscreen=\"allowfullscreen\"><\/iframe><\/p>\n<hr \/>\n<h3>Geotechnical Analysis of V\u00e2n Bridge \u2013 \u0110H60 Section, \u00c2n Thi District<\/h3>\n<p><strong>The geotechnical survey results at the V\u00e2n Bridge construction site<\/strong> (\u00c2n Thi, H\u01b0ng Y\u00ean) indicate a clearly stratified soil profile with <strong>multiple weak soil layers interbedded with stronger bearing layers<\/strong>, directly influencing the design and construction solutions for bored pile foundations.<\/p>\n<p>Below is a detailed analysis of each geological layer:<\/p>\n<hr \/>\n<h4><strong>Layer KQ \u2013 Fill soil (resulting from previous ground leveling)<\/strong><\/h4>\n<ul>\n<li><strong>Composition:<\/strong> Clay mixed with brick debris, gravel, and plant roots<\/li>\n<li><strong>Characteristics:<\/strong> Non-uniform, low compaction, prone to differential settlement<\/li>\n<li><strong>Remarks:<\/strong> <strong>Must be completely removed<\/strong> within the foundation construction area and must not be used as a structural bearing layer.<\/li>\n<\/ul>\n<hr \/>\n<h4><strong>Layer 1 \u2013 Brown to brownish-gray clay; soft plastic state<\/strong><\/h4>\n<ul>\n<li><strong>Characteristics:<\/strong> Low bearing capacity, high compressibility<\/li>\n<li><strong>Risks:<\/strong> <strong>May cause pile deviation if foundations are placed directly<\/strong>, affecting borehole wall stability<\/li>\n<li><strong>Solution:<\/strong> Drill completely through this layer; <strong>pile toe should not be terminated here<\/strong><\/li>\n<\/ul>\n<hr \/>\n<h4><strong>Layer 2 \u2013 Clay mixed with organic matter; greenish-gray to dark gray; soft plastic<\/strong><\/h4>\n<ul>\n<li><strong>Characteristics:<\/strong> Contains organic materials, high cohesion but weak strength<\/li>\n<li><strong>Technical risk:<\/strong> <strong>Increased risk of bentonite fluid loss<\/strong>, potentially leading to borehole collapse if not properly controlled<\/li>\n<li><strong>Measures:<\/strong> <strong>Strict control of drilling fluid<\/strong> is required, or casing should be used if the layer thickness is significant<\/li>\n<\/ul>\n<hr \/>\n<h4><strong>Layer 3 \u2013 Fine sand; light gray to greenish-gray; loose structure<\/strong><\/h4>\n<ul>\n<li><strong>Properties:<\/strong> Weak sand with <strong>low bearing capacity<\/strong>, easily washed away in the presence of groundwater<\/li>\n<li><strong>Drilling considerations:<\/strong> Borehole walls must be carefully stabilized; drilling fluid pressure should be monitored to prevent bottom collapse<\/li>\n<\/ul>\n<hr \/>\n<h4><strong>Layer 4 \u2013 Flowing plastic clay; brownish-gray to greenish-gray<\/strong><\/h4>\n<ul>\n<li><strong>Characteristics:<\/strong> Low stability, <strong>significant deformation under load<\/strong><\/li>\n<li><strong>Risks:<\/strong> Easily <strong>absorbs water and damages borehole walls<\/strong>; rapid drilling through this layer is required<\/li>\n<li><strong>Recommendation:<\/strong> <strong>Pile toe must not be placed in this layer<\/strong>; deeper penetration is required<\/li>\n<\/ul>\n<hr \/>\n<h4><strong>Layer 5 \u2013 Soft plastic clay; greenish-gray to brownish-gray<\/strong><\/h4>\n<ul>\n<li><strong>Characteristics:<\/strong> Weak and soft, similar to Layer 1 but with higher moisture content<\/li>\n<li><strong>Impact:<\/strong> Acts as a cushion above bearing layers, <strong>poor load transfer capability<\/strong><\/li>\n<li><strong>Handling:<\/strong> Drill through quickly; pile toe should not terminate in this layer<\/li>\n<\/ul>\n<hr \/>\n<h4><strong>Layer 6 \u2013 Fine sand interbedded with thin clay layers; yellowish-gray to brownish-gray; medium dense<\/strong><\/h4>\n<ul>\n<li><strong>Characteristics:<\/strong> <strong>Moderate bearing capacity<\/strong>, suitable as a <strong>transition layer<\/strong><\/li>\n<li><strong>Role:<\/strong> Pile toe may be placed here <strong>if drilling depth is limited<\/strong><\/li>\n<li><strong>Note:<\/strong> Density should be carefully verified using SPT or CPT tests before final decision<\/li>\n<\/ul>\n<hr \/>\n<h4><strong>Layer TK \u2013 Sandstone; brown to yellowish-brown<\/strong><\/h4>\n<ul>\n<li><strong>Characteristics:<\/strong> Excellent properties, <strong>high bearing capacity<\/strong>, long-term stability<\/li>\n<li><strong>Application:<\/strong> Ideal foundation layer for <strong>high-load bored piles<\/strong><\/li>\n<li><strong>Note:<\/strong> If fractured or non-homogeneous rock is encountered, pilot drilling and pressure grouting are required<\/li>\n<\/ul>\n<hr \/>\n<h4><strong>Layer 7 \u2013 Fine sand; yellowish-brown to brownish-gray; medium dense<\/strong><\/h4>\n<ul>\n<li><strong>Characteristics:<\/strong> <strong>Fairly good bearing capacity<\/strong>, relatively stable<\/li>\n<li><strong>Application:<\/strong> Can be <strong>utilized as pile toe bearing layer at medium depths<\/strong><\/li>\n<\/ul>\n<hr \/>\n<h4><strong>Layer 8 \u2013 Fine sand; greenish-gray to light gray; medium dense<\/strong><\/h4>\n<ul>\n<li><strong>Remarks:<\/strong> Similar to Layer 7 but with <strong>better uniformity<\/strong><\/li>\n<li><strong>Role:<\/strong> <strong>Enhances pile shaft friction<\/strong>, contributing to long-term structural stability<\/li>\n<\/ul>\n<hr \/>\n<h4><strong>Layer 9 \u2013 Fine sand; brown to brownish-gray; dense structure<\/strong><\/h4>\n<ul>\n<li><strong>Characteristics:<\/strong> <strong>The strongest bearing layer within the entire soil profile<\/strong><\/li>\n<li><strong>Recommendation:<\/strong> If drilling reaches this layer, <strong>pile toe should be placed here to fully utilize bearing capacity<\/strong><\/li>\n<li><strong>Advantage:<\/strong> Ensures uniform and stable load transfer during service life<\/li>\n<\/ul>\n<hr \/>\n<p>Overall assessment indicates that the soil profile at the V\u00e2n Bridge site shows a clear contrast between weak upper layers and strong bearing layers at greater depths. This condition <strong>requires careful calculation and control in bored pile construction<\/strong> to avoid borehole fluid loss or bottom collapse.<\/p>\n<hr \/>\n<h3>Selected Construction Method \u2013 Efficient and Safe<\/h3>\n<p>After thorough evaluation of geological and hydrogeological conditions, Hanoi Vietnam Co., Ltd. proposed and implemented the <strong>flexible-leader bored pile drilling method<\/strong>, utilizing modern equipment well-suited to site conditions:<\/p>\n<h4>KH125-3 Flexible-Leader Piling Rig<\/h4>\n<ul>\n<li><strong>Function:<\/strong> Drilling large-diameter bored piles at significant depths.<\/li>\n<li><strong>Working scope:<\/strong> From natural ground level, drilling through soft clay layers down to dense sand or sandstone.<\/li>\n<li><strong>Advantages:<\/strong>\n<ul>\n<li>Self-propelled, independent operation without large auxiliary equipment.<\/li>\n<li>Stable drilling through weak soils with good borehole wall retention.<\/li>\n<li>Well-suited for canal-side projects with limited working space.<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<h4>PC120-6E Backhoe Excavator<\/h4>\n<ul>\n<li><strong>Task:<\/strong> Earthworks, site clearing, and support for pile construction areas.<\/li>\n<li><strong>Advantages:<\/strong>\n<ul>\n<li>Backhoe bucket performs effectively on uneven terrain.<\/li>\n<li>Seamless coordination with the KH125-3 rig, optimizing borehole preparation time.<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>This equipment combination ensures <strong>construction progress<\/strong>, <strong>foundation safety<\/strong>, and minimizes technical risks under complex soil conditions such as those at the V\u00e2n Bridge site.<\/p>\n<hr \/>\n<h3>Quality Commitment from Hanoi Vietnam Co., Ltd.<\/h3>\n<p>We \u2013 <strong>Hanoi Vietnam Co., Ltd.<\/strong> \u2013 with extensive experience in deep foundation works, bored pile construction, and weak soil treatment \u2013 <strong>are committed to delivering stable construction quality and ensuring long-term structural safety<\/strong>.<\/p>\n<hr \/>\n<p><strong>Contact Information:<\/strong><\/p>\n<ul>\n<li>\ud83c\udf0d Website: <a href=\"https:\/\/mayxaydunghanoi.com\/\">https:\/\/mayxaydunghanoi.com<\/a><\/li>\n<li>\ud83d\udcf2 Facebook: <a href=\"https:\/\/www.facebook.com\/khoandapcap\">facebook.com\/khoandapcap<\/a><\/li>\n<li>\ud83d\udcde Mr. \u0110\u00f4ng S\u00e0i G\u00f2n \u2013 <strong>+84 842 601 755<\/strong><\/li>\n<li>\ud83d\udce9 Email: <strong><a href=\"mailto:hanoi.trandong@gmail.com\">hanoi.trandong@gmail.com<\/a><\/strong><\/li>\n<\/ul>\n<h3>Construction Images \u2013 Renovation and Upgrading Project of \u0110H60 Road, \u00c2n Thi District (Section from Km0+500 to Km3+500)<\/h3>\n","protected":false},"excerpt":{"rendered":"<p>The renovation and upgrading project of \u0110H60 Road, from Km0+500 to Km3+500, located in \u00c2n Thi District (H\u01b0ng Y\u00ean Province), is currently under implementation, with one of its key components being the construction of the new V\u00e2n Bridge \u2013 a structure spanning an inter-regional irrigation canal. The investment in constructing V\u00e2n Bridge not only aims to improve traffic capacity and reduce localized congestion, but also contributes to enhancing local transportation&#8230;<\/p>\n","protected":false},"author":1,"featured_media":8262,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[92],"tags":[],"class_list":["post-8840","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-projects"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v26.1 (Yoast SEO v26.6) - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Project for Renovation and Upgrading of Provincial Road \u0110H60, \u00c2n Thi District (Km0+500 \u2013 Km3+500 Section) - Hanoi Vietnam Co., Ltd<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/mayxaydunghanoi.com\/en\/project-for-renovation-and-upgrading-of-provincial-road-dh60-an-thi-district-km0500-km3500-section\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Project for Renovation and Upgrading of Provincial Road \u0110H60, \u00c2n Thi District (Km0+500 \u2013 Km3+500 Section)\" \/>\n<meta property=\"og:description\" content=\"The renovation and upgrading project of \u0110H60 Road, from Km0+500 to Km3+500, located in \u00c2n Thi District (H\u01b0ng Y\u00ean Province), is currently under implementation, with one of its key components being the construction of the new V\u00e2n Bridge \u2013 a structure spanning an inter-regional irrigation canal. 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