{"id":4897,"date":"2025-06-19T09:25:20","date_gmt":"2025-06-19T09:25:20","guid":{"rendered":"https:\/\/hpbc.org.mm\/?post_type=news_post&p=4897"},"modified":"2025-06-19T09:25:20","modified_gmt":"2025-06-19T09:25:20","slug":"piling-pile-load-test-%e1%80%9c%e1%80%af%e1%80%95%e1%80%ba%e1%80%84%e1%80%94%e1%80%ba%e1%80%b8%e1%80%99%e1%80%bb%e1%80%ac%e1%80%b8%e1%80%a1%e1%80%90%e1%80%bd%e1%80%80%e1%80%ba-%e1%80%8a%e1%80%bd","status":"publish","type":"news_post","link":"https:\/\/hpbc.org.mm\/my\/news\/piling-pile-load-test-%e1%80%9c%e1%80%af%e1%80%95%e1%80%ba%e1%80%84%e1%80%94%e1%80%ba%e1%80%b8%e1%80%99%e1%80%bb%e1%80%ac%e1%80%b8%e1%80%a1%e1%80%90%e1%80%bd%e1%80%80%e1%80%ba-%e1%80%8a%e1%80%bd\/","title":{"rendered":"Piling , Pile Load Test \u101c\u102f\u1015\u103a\u1004\u1014\u103a\u1038\u1019\u103b\u102c\u1038\u1021\u1010\u103d\u1000\u103a \u100a\u103d\u103e\u1014\u103a\u1000\u103c\u102c\u1038\u1001\u103b\u1000\u103a\u1011\u102f\u1010\u103a\u1015\u103c\u1014\u103a\u1001\u103c\u1004\u103a\u1038\u104b"},"content":{"rendered":"

\u1041\u104b<\/span> Working Pile \u1021\u102c\u1038\u101c\u102f\u1036\u1038\u104f C\/C Spacing \u101e\u100a\u103a \u1021\u1014\u100a\u103a\u1038\u1006\u102f\u1036\u1038 2.5D \u1011\u102c\u1038\u101b\u103e\u102d\u101b\u1014\u103a\u101e\u1010\u103a\u1019\u103e\u1010\u103a\u101e\u100a\u103a\u104b<\/span><\/p>\n

\u1042\u104b<\/span> Ultimate Pile Load Test \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u101b\u102c\u1010\u103d\u1004\u103a Test Pile \u1014\u103e\u1004\u1037\u103a Anchor Pile \u1000\u103c\u102c\u1038 C\/C Spacing \u101e\u100a\u103a 3D Clear Spacing \u101b\u103e\u102d\u101b\u1014\u103a\u101e\u1010\u103a\u1019\u103e\u1010\u103a\u101e\u100a\u103a\u104b Working Pile Load Test \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u101b\u102c\u1010\u103d\u1004\u103a Test Pile \u1014\u103e\u1004\u1037\u103a Anchor Pile \u1000\u103c\u102c\u1038 C\/C Spacing \u101e\u100a\u103a 2.5D Clear Spacing \u101b\u103e\u102d\u101b\u1014\u103a\u101e\u1010\u103a\u1019\u103e\u1010\u103a\u101e\u100a\u103a\u104b \u1021\u101b\u103d\u101a\u103a\u1021\u1005\u102c\u1038\u1019\u1010\u1030\u101e\u1031\u102c Pile Diameter \u1019\u103b\u102c\u1038\u1000\u102d\u102f \u1021\u101e\u102f\u1036\u1038\u1015\u103c\u102f\u1011\u102c\u1038\u1015\u102b\u1000 \u1021\u1000\u103c\u102e\u1038\u1006\u102f\u1036\u1038 Pile \u104f Diameter \u1000\u102d\u102f\u101a\u1030\u104d \u1010\u103d\u1000\u103a\u1001\u103b\u1000\u103a\u101b\u1019\u100a\u103a\u104b<\/span><\/p>\n

\u1043\u104b<\/span> Pile Load Test \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u101b\u102c\u1010\u103d\u1004\u103a System \u1010\u1005\u103a\u1001\u102f\u101c\u102f\u1036\u1038\u1021\u1010\u103d\u1000\u103a Calibration \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u1011\u102c\u1038\u101c\u103b\u103e\u1004\u103a Load Cell \u1019\u1011\u100a\u1037\u103a\u101b\u1014\u103a \u1001\u103d\u1004\u1037\u103a\u1015\u103c\u102f\u101e\u100a\u103a\u104b<\/span><\/p>\n

\u1044\u104b<\/span> Load Test \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u101b\u102c\u1010\u103d\u1004\u103a\u1021\u101e\u102f\u1036\u1038\u1015\u103c\u102f\u1019\u100a\u1037\u103a Load Cell , Hydraulic Jack , Pressure Gauge & Pressure Transducers , Dial Gauge , Level Instrument \u1014\u103e\u1004\u1037\u103a Linear Variation Displacement Transducers (LVDT) Calibration \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u1011\u102c\u1038\u1001\u103c\u1004\u103a\u1038\u104f \u101e\u1000\u103a\u1010\u1019\u103a\u1038\u101e\u100a\u103a (\u1046)\u101c \u1021\u1010\u103d\u1004\u103a\u1038\u101b\u103e\u102d\u101b\u1019\u100a\u103a\u104b\u00a0<\/span><\/p>\n

\u1045\u104b<\/span> Ultimate Load Test \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u101b\u1014\u103a (\u1041)<\/span> Soil Report<\/span><\/p>\n

(\u1042)<\/span> Pile Design\u00a0<\/span><\/p>\n

(\u1043)<\/span> Method Statement of Ultimate Load Test<\/span><\/p>\n

(\u1044)<\/span> Test Pile Location Plan<\/span><\/p>\n

(\u1045)<\/span> Architectural Conceptual Drawing\u00a0<\/span><\/p>\n

(\u1046)<\/span> YCDC \u104f \u1021\u1000\u103c\u1031\u102c\u1004\u103a\u1038\u1000\u103c\u102c\u1038\u1005\u102c<\/span><\/p>\n

\u1005\u101e\u100a\u103a\u1010\u102d\u102f\u1037\u1000\u102d\u102f\u101e\u102c\u1010\u1004\u103a\u1015\u103c\u101b\u1014\u103a \u101c\u102d\u102f\u1021\u1015\u103a\u1015\u102b\u101e\u100a\u103a\u104b (Pile Layout Plan for the Structure \u1019\u101c\u102d\u102f\u1021\u1015\u103a\u1015\u102b)<\/span><\/p>\n

\u1046\u104b<\/span> Pile \u104f Concrete Cylinder Strength (f<\/span>\u02b9<\/span>c) \u1021\u102c\u1038 Pile \u104f\u00a0 Structural Design Capacity \u1010\u103d\u1000\u103a\u1001\u103b\u1000\u103a\u101b\u102c\u1010\u103d\u1004\u103a 35Mpa \u1021\u101e\u102f\u1036\u1038\u1015\u103c\u102f\u1001\u1032\u1037\u1015\u102b\u1000 \u101c\u102f\u1015\u103a\u1004\u1014\u103a\u1038\u1001\u103d\u1004\u103a (Site) \u1010\u103d\u1004\u103a \u1021\u1014\u100a\u103a\u1038\u1006\u102f\u1036\u1038 Concrete \u1000\u102d\u102f 40Mpa \u1016\u103c\u1004\u1037\u103a\u1021\u101e\u102f\u1036\u1038\u1015\u103c\u102f\u1015\u103c\u102e\u1038 30Mpa \u1021\u101e\u102f\u1036\u1038\u1015\u103c\u102f\u1001\u1032\u1037\u1015\u102b\u1000 \u101c\u102f\u1015\u103a\u1004\u1014\u103a\u1038\u1001\u103d\u1004\u103a\u1010\u103d\u1004\u103a \u1021\u1014\u100a\u103a\u1038\u1006\u102f\u1036\u1038 Concrete \u1000\u102d\u102f 35Mpa \u1016\u103c\u1004\u1037\u103a\u1021\u101e\u102f\u1036\u1038\u1015\u103c\u102f\u101b\u1019\u100a\u103a\u104b Pile Design \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u101b\u102c\u1010\u103d\u1004\u103a \u101e\u102f\u1036\u1038\u101e\u100a\u1037\u103a Concrete \u104f Cylinder Strength (f<\/span>\u02b9<\/span> c) \u1010\u1014\u103a\u1016\u102d\u102f\u1038\u101e\u100a\u103a Minimum 30Mpa \u1016\u103c\u1005\u103a\u101b\u1019\u100a\u103a\u1016\u103c\u1005\u103a\u1015\u103c\u102e\u1038 Maximum 35Mpa \u1011\u1000\u103a\u1019\u1000\u103b\u1031\u102c\u103a\u101c\u103d\u1014\u103a\u101b\u1015\u102b\u104b<\/span><\/p>\n

\u1047\u104b<\/span> \u1001\u103b\u103d\u1004\u103a\u1038\u1001\u103b\u1000\u103a\u1021\u1014\u1031\u1016\u103c\u1004\u1037\u103a Ultimate Load Test \u1021\u1010\u103d\u1000\u103a \u101c\u102f\u1015\u103a\u1004\u1014\u103a\u1038\u1001\u103d\u1004\u103a (Site) \u1010\u103d\u1004\u103a Concrete \u1000\u102d\u102f 40Mpa \u1021\u101e\u102f\u1036\u1038\u1015\u103c\u102f\u101c\u103b\u103e\u1004\u103a Pile \u104f Structural Design Capacity \u1010\u103d\u1000\u103a\u1001\u103b\u1000\u103a\u101b\u102c\u1010\u103d\u1004\u103a 40Mpa \u1021\u101e\u102f\u1036\u1038\u1015\u103c\u102f\u101b\u1014\u103a\u1001\u103d\u1004\u1037\u103a\u1015\u103c\u102f\u101e\u100a\u103a\u104b<\/span><\/p>\n

\u1048\u104b<\/span> Pile Load Test \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u101b\u102c\u1010\u103d\u1004\u103a ASTM \u1019\u103e \u1014\u1031\u102c\u1000\u103a\u1006\u102f\u1036\u1038\u101e\u1010\u103a\u1019\u103e\u1010\u103a\u1011\u102c\u1038\u101e\u1031\u102c \u1005\u1036\u1014\u103e\u102f\u1014\u103a\u1038\u1019\u103b\u102c\u1038\u1021\u1010\u102d\u102f\u1004\u103a\u1038 \u101c\u102d\u102f\u1000\u103a\u1014\u102c\u1006\u1031\u102c\u1004\u103a\u101b\u103d\u1000\u103a\u101b\u1019\u100a\u103a\u104b\u00a0<\/span><\/p>","protected":false},"excerpt":{"rendered":"

\u1041\u104b Working Pile \u1021\u102c\u1038\u101c\u102f\u1036\u1038\u104f C\/C Spacing \u101e\u100a\u103a \u1021\u1014\u100a\u103a\u1038\u1006\u102f\u1036\u1038 2.5D \u1011\u102c\u1038\u101b\u103e\u102d\u101b\u1014\u103a\u101e\u1010\u103a\u1019\u103e\u1010\u103a\u101e\u100a\u103a\u104b \u1042\u104b Ultimate Pile Load Test \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u101b\u102c\u1010\u103d\u1004\u103a Test Pile \u1014\u103e\u1004\u1037\u103a Anchor Pile \u1000\u103c\u102c\u1038 C\/C Spacing \u101e\u100a\u103a 3D Clear Spacing \u101b\u103e\u102d\u101b\u1014\u103a\u101e\u1010\u103a\u1019\u103e\u1010\u103a\u101e\u100a\u103a\u104b Working Pile Load Test \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u101b\u102c\u1010\u103d\u1004\u103a Test Pile \u1014\u103e\u1004\u1037\u103a Anchor Pile \u1000\u103c\u102c\u1038 C\/C Spacing \u101e\u100a\u103a 2.5D Clear Spacing \u101b\u103e\u102d\u101b\u1014\u103a\u101e\u1010\u103a\u1019\u103e\u1010\u103a\u101e\u100a\u103a\u104b \u1021\u101b\u103d\u101a\u103a\u1021\u1005\u102c\u1038\u1019\u1010\u1030\u101e\u1031\u102c Pile Diameter \u1019\u103b\u102c\u1038\u1000\u102d\u102f \u1021\u101e\u102f\u1036\u1038\u1015\u103c\u102f\u1011\u102c\u1038\u1015\u102b\u1000 \u1021\u1000\u103c\u102e\u1038\u1006\u102f\u1036\u1038 Pile \u104f […]<\/p>\n","protected":false},"featured_media":0,"template":"","news_category":[23],"department":[27],"class_list":["post-4897","news_post","type-news_post","status-publish","hentry","news_category-notification","department-geotechnical"],"yoast_head":"\nPiling , Pile Load Test \u101c\u102f\u1015\u103a\u1004\u1014\u103a\u1038\u1019\u103b\u102c\u1038\u1021\u1010\u103d\u1000\u103a \u100a\u103d\u103e\u1014\u103a\u1000\u103c\u102c\u1038\u1001\u103b\u1000\u103a\u1011\u102f\u1010\u103a\u1015\u103c\u1014\u103a\u1001\u103c\u1004\u103a\u1038\u104b - High-Rise And Public Building Project Committee<\/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:\/\/hpbc.org.mm\/my\/news\/piling-pile-load-test-\u101c\u102f\u1015\u103a\u1004\u1014\u103a\u1038\u1019\u103b\u102c\u1038\u1021\u1010\u103d\u1000\u103a-\u100a\u103d\/\" \/>\n<meta property=\"og:locale\" content=\"my_MM\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Piling , Pile Load Test \u101c\u102f\u1015\u103a\u1004\u1014\u103a\u1038\u1019\u103b\u102c\u1038\u1021\u1010\u103d\u1000\u103a \u100a\u103d\u103e\u1014\u103a\u1000\u103c\u102c\u1038\u1001\u103b\u1000\u103a\u1011\u102f\u1010\u103a\u1015\u103c\u1014\u103a\u1001\u103c\u1004\u103a\u1038\u104b - High-Rise And Public Building Project Committee\" \/>\n<meta property=\"og:description\" content=\"\u1041\u104b Working Pile \u1021\u102c\u1038\u101c\u102f\u1036\u1038\u104f C\/C Spacing \u101e\u100a\u103a \u1021\u1014\u100a\u103a\u1038\u1006\u102f\u1036\u1038 2.5D \u1011\u102c\u1038\u101b\u103e\u102d\u101b\u1014\u103a\u101e\u1010\u103a\u1019\u103e\u1010\u103a\u101e\u100a\u103a\u104b \u1042\u104b Ultimate Pile Load Test \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u101b\u102c\u1010\u103d\u1004\u103a Test Pile \u1014\u103e\u1004\u1037\u103a Anchor Pile \u1000\u103c\u102c\u1038 C\/C Spacing \u101e\u100a\u103a 3D Clear Spacing \u101b\u103e\u102d\u101b\u1014\u103a\u101e\u1010\u103a\u1019\u103e\u1010\u103a\u101e\u100a\u103a\u104b Working Pile Load Test \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u101b\u102c\u1010\u103d\u1004\u103a Test Pile \u1014\u103e\u1004\u1037\u103a Anchor Pile \u1000\u103c\u102c\u1038 C\/C Spacing \u101e\u100a\u103a 2.5D Clear Spacing \u101b\u103e\u102d\u101b\u1014\u103a\u101e\u1010\u103a\u1019\u103e\u1010\u103a\u101e\u100a\u103a\u104b \u1021\u101b\u103d\u101a\u103a\u1021\u1005\u102c\u1038\u1019\u1010\u1030\u101e\u1031\u102c Pile Diameter \u1019\u103b\u102c\u1038\u1000\u102d\u102f \u1021\u101e\u102f\u1036\u1038\u1015\u103c\u102f\u1011\u102c\u1038\u1015\u102b\u1000 \u1021\u1000\u103c\u102e\u1038\u1006\u102f\u1036\u1038 Pile \u104f […]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/hpbc.org.mm\/my\/news\/piling-pile-load-test-\u101c\u102f\u1015\u103a\u1004\u1014\u103a\u1038\u1019\u103b\u102c\u1038\u1021\u1010\u103d\u1000\u103a-\u100a\u103d\/\" \/>\n<meta property=\"og:site_name\" content=\"High-Rise And Public Building Project Committee\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/profile.php?id=61553424767203\" \/>\n<meta property=\"og:image\" content=\"https:\/\/hpbc.org.mm\/wp-content\/uploads\/2026\/10\/og.jpg\" \/>\n\t<meta property=\"og:image:width\" content=\"1200\" \/>\n\t<meta property=\"og:image:height\" content=\"630\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/jpeg\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data1\" content=\"1 \u1019\u102d\u1014\u1005\u103a\" \/>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"Piling , Pile Load Test \u101c\u102f\u1015\u103a\u1004\u1014\u103a\u1038\u1019\u103b\u102c\u1038\u1021\u1010\u103d\u1000\u103a \u100a\u103d\u103e\u1014\u103a\u1000\u103c\u102c\u1038\u1001\u103b\u1000\u103a\u1011\u102f\u1010\u103a\u1015\u103c\u1014\u103a\u1001\u103c\u1004\u103a\u1038\u104b - High-Rise And Public Building Project Committee","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/hpbc.org.mm\/my\/news\/piling-pile-load-test-\u101c\u102f\u1015\u103a\u1004\u1014\u103a\u1038\u1019\u103b\u102c\u1038\u1021\u1010\u103d\u1000\u103a-\u100a\u103d\/","og_locale":"my_MM","og_type":"article","og_title":"Piling , Pile Load Test \u101c\u102f\u1015\u103a\u1004\u1014\u103a\u1038\u1019\u103b\u102c\u1038\u1021\u1010\u103d\u1000\u103a \u100a\u103d\u103e\u1014\u103a\u1000\u103c\u102c\u1038\u1001\u103b\u1000\u103a\u1011\u102f\u1010\u103a\u1015\u103c\u1014\u103a\u1001\u103c\u1004\u103a\u1038\u104b - High-Rise And Public Building Project Committee","og_description":"\u1041\u104b Working Pile \u1021\u102c\u1038\u101c\u102f\u1036\u1038\u104f C\/C Spacing \u101e\u100a\u103a \u1021\u1014\u100a\u103a\u1038\u1006\u102f\u1036\u1038 2.5D \u1011\u102c\u1038\u101b\u103e\u102d\u101b\u1014\u103a\u101e\u1010\u103a\u1019\u103e\u1010\u103a\u101e\u100a\u103a\u104b \u1042\u104b Ultimate Pile Load Test \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u101b\u102c\u1010\u103d\u1004\u103a Test Pile \u1014\u103e\u1004\u1037\u103a Anchor Pile \u1000\u103c\u102c\u1038 C\/C Spacing \u101e\u100a\u103a 3D Clear Spacing \u101b\u103e\u102d\u101b\u1014\u103a\u101e\u1010\u103a\u1019\u103e\u1010\u103a\u101e\u100a\u103a\u104b Working Pile Load Test \u1015\u103c\u102f\u101c\u102f\u1015\u103a\u101b\u102c\u1010\u103d\u1004\u103a Test Pile \u1014\u103e\u1004\u1037\u103a Anchor Pile \u1000\u103c\u102c\u1038 C\/C Spacing \u101e\u100a\u103a 2.5D Clear Spacing \u101b\u103e\u102d\u101b\u1014\u103a\u101e\u1010\u103a\u1019\u103e\u1010\u103a\u101e\u100a\u103a\u104b \u1021\u101b\u103d\u101a\u103a\u1021\u1005\u102c\u1038\u1019\u1010\u1030\u101e\u1031\u102c Pile Diameter \u1019\u103b\u102c\u1038\u1000\u102d\u102f \u1021\u101e\u102f\u1036\u1038\u1015\u103c\u102f\u1011\u102c\u1038\u1015\u102b\u1000 \u1021\u1000\u103c\u102e\u1038\u1006\u102f\u1036\u1038 Pile \u104f […]","og_url":"https:\/\/hpbc.org.mm\/my\/news\/piling-pile-load-test-\u101c\u102f\u1015\u103a\u1004\u1014\u103a\u1038\u1019\u103b\u102c\u1038\u1021\u1010\u103d\u1000\u103a-\u100a\u103d\/","og_site_name":"High-Rise And Public Building Project Committee","article_publisher":"https:\/\/www.facebook.com\/profile.php?id=61553424767203","og_image":[{"width":1200,"height":630,"url":"https:\/\/hpbc.org.mm\/wp-content\/uploads\/2026\/10\/og.jpg","type":"image\/jpeg"}],"twitter_card":"summary_large_image","twitter_misc":{"Est. reading time":"1 \u1019\u102d\u1014\u1005\u103a"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/hpbc.org.mm\/news\/piling-pile-load-test-%e1%80%9c%e1%80%af%e1%80%95%e1%80%ba%e1%80%84%e1%80%94%e1%80%ba%e1%80%b8%e1%80%99%e1%80%bb%e1%80%ac%e1%80%b8%e1%80%a1%e1%80%90%e1%80%bd%e1%80%80%e1%80%ba-%e1%80%8a%e1%80%bd\/","url":"https:\/\/hpbc.org.mm\/news\/piling-pile-load-test-%e1%80%9c%e1%80%af%e1%80%95%e1%80%ba%e1%80%84%e1%80%94%e1%80%ba%e1%80%b8%e1%80%99%e1%80%bb%e1%80%ac%e1%80%b8%e1%80%a1%e1%80%90%e1%80%bd%e1%80%80%e1%80%ba-%e1%80%8a%e1%80%bd\/","name":"Piling , Pile Load Test \u101c\u102f\u1015\u103a\u1004\u1014\u103a\u1038\u1019\u103b\u102c\u1038\u1021\u1010\u103d\u1000\u103a \u100a\u103d\u103e\u1014\u103a\u1000\u103c\u102c\u1038\u1001\u103b\u1000\u103a\u1011\u102f\u1010\u103a\u1015\u103c\u1014\u103a\u1001\u103c\u1004\u103a\u1038\u104b - 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