{"id":2063,"date":"2020-03-26T06:43:54","date_gmt":"2020-03-26T06:43:54","guid":{"rendered":"https:\/\/seismicconsolidation.com\/?p=2063"},"modified":"2020-03-26T06:43:54","modified_gmt":"2020-03-26T06:43:54","slug":"geo-technical-engineering-lab","status":"publish","type":"post","link":"https:\/\/seismicconsolidation.com\/geo-technical-engineering-lab\/","title":{"rendered":"Geo-technical engineering lab"},"content":{"rendered":"

Geo-technical engineering II Lab<\/strong><\/p>\n

Set 1 (Numerical work only)<\/strong><\/p>\n

    \n
  1. Calibration of speedy moisture meter \/ calcium carbide moisture tester: (ASTM D4944)<\/a><\/li>\n
  2. Determination of maximum and minimum void ratios of granular soils: (ASTM D 4254-00)<\/a><\/li>\n
  3. Direct shear test<\/a><\/li>\n
  4. Unconfined compressive strength of cohesive soil<\/a><\/li>\n
  5. Triaxial compression test<\/a><\/li>\n<\/ol>\n

    Set 2:\u00a0<\/strong><\/p>\n

      \n
    1. Exp 1 Speedy moisture meter<\/a><\/li>\n
    2. Exp 2 Relative Density<\/a><\/li>\n
    3. Exp 3 Direct Shear Test<\/a><\/li>\n
    4. Exp 4 Unconfined Test<\/a><\/li>\n
    5. Exp5 Triaxial Test<\/a><\/li>\n<\/ol>\n

      Excel sheets:<\/strong><\/p>\n

        \n
      1. Sieve Analysis Excel sheet<\/a><\/li>\n
      2. Sieve analysis logarithmic curve<\/a><\/li>\n
      3. To-determine-moisture-content-of-given-soil-sample Excel sheet<\/a><\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"

        Geo-technical engineering II Lab Set 1 (Numerical work only) Calibration of speedy moisture meter \/ calcium carbide moisture tester: (ASTM D4944) Determination of maximum and minimum void ratios of granular soils: (ASTM D 4254-00) Direct shear test Unconfined compressive strength of cohesive soil Triaxial compression test Set 2:\u00a0 Exp 1 Speedy moisture meter Exp 2…<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[128],"tags":[197],"_links":{"self":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2063"}],"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=2063"}],"version-history":[{"count":1,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2063\/revisions"}],"predecessor-version":[{"id":2083,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2063\/revisions\/2083"}],"wp:attachment":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/media?parent=2063"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/categories?post=2063"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/tags?post=2063"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}