{"id":965,"date":"2020-02-15T15:29:36","date_gmt":"2020-02-15T15:29:36","guid":{"rendered":"https:\/\/seismicconsolidation.com\/?p=965"},"modified":"2020-02-15T15:29:36","modified_gmt":"2020-02-15T15:29:36","slug":"prc-1-lab-experiments","status":"publish","type":"post","link":"https:\/\/seismicconsolidation.com\/prc-1-lab-experiments\/","title":{"rendered":"PRC 1 Lab experiments"},"content":{"rendered":"<p><a href=\"https:\/\/seismicconsolidation.com\/determination-of-percentage-of-water-to-produce-normal-consistency-paste-of-hydraulic-cement-astm-c-187-04\/\">Determination of percentage of water to produce normal consistency paste of hydraulic cement: (ASTM C 187-04)<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/determination-of-initial-and-final-setting-time-of-hydraulic-cement\/\">Determination of initial and final setting time of hydraulic cement (ASTM C 191-04 a, BS-4550, JIS-R5201)<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/determination-of-aggregate-impact-value-aiv-of-given-aggregate-sample-bs-812\/\">Determination of aggregate impact value (AIV) of given aggregate sample (BS-812)<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/to-perform-sieve-analysis-and-to-determine-fineness-modulus-of-aggregate-samples-astm-c-136-05-astm-c-117-04\/\">To perform sieve analysis and to determine fineness modulus of aggregate samples (ASTM C 136-05), (ASTM C-117-04)<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/determination-of-bulk-density-of-aggregates\/\">Determination of bulk density of aggregates:\u00a0 (ASTM C-29\/C-29M)<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/determination-of-relative-density-specific-gravity-and-water-absorption-of-different-aggregate-astm-c-127-128\/\">Determination of Relative Density (Specific Gravity) And Water Absorption of Different Aggregate (ASTM C-127\/128)<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/determination-of-the-compressive-strength-of-mortar-cubes-astm-c-109\/\">Determination of the compressive strength of mortar cubes (ASTM C-109)<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/casting-of-concrete-for-the-determination-of-different-properties-in-green-and-hardened-state\/\">Casting of concrete for the determination of different properties in green and hardened state<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/standard-test-method-for-the-slump-of-hydraulic-cement-concrete-astm-c-143-c-143-m-10\/\">Standard test method for the slump of hydraulic cement concrete:\u00a0 (ASTM C-143\/C-143 M-10)<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/to-perform-the-compacting-factor-test\/\">To perform the compacting factor test<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/determination-of-the-tensile-strength-of-concrete-by-double-punch-test\/\">Determination of the Tensile Strength of Concrete by Double Punch Test<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/determination-of-tensile-strength-of-concrete-by-split-cylinder-test\/\">Determination of tensile strength of concrete by Split cylinder test: (ASTM C 496\/C 496 M-04)<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/determination-of-modulus-of-rupture-of-concrete\/\">Determination of modulus of rupture of concrete (ASTM C 78 \u2013 02)\u00a0 <\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/to-study-the-flexural-behavior-of-reinforced-concrete-beams-and-to-find-their-flexural-strength\/\">To study the flexural behavior of reinforced concrete beams and to find their flexural strength<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Determination of percentage of water to produce normal consistency paste of hydraulic cement: (ASTM C 187-04) Determination of initial and final setting time of hydraulic cement (ASTM C 191-04 a, BS-4550, JIS-R5201) Determination of aggregate impact value (AIV) of given aggregate sample (BS-812) To perform sieve analysis and to determine fineness modulus of aggregate samples&#8230;<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[113],"tags":[],"_links":{"self":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/965"}],"collection":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/comments?post=965"}],"version-history":[{"count":1,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/965\/revisions"}],"predecessor-version":[{"id":966,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/965\/revisions\/966"}],"wp:attachment":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/media?parent=965"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/categories?post=965"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/tags?post=965"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}