{"id":1305,"date":"2023-06-28T06:42:40","date_gmt":"2023-06-28T06:42:40","guid":{"rendered":"https:\/\/giscadlimited.com\/trinidad\/?page_id=1305"},"modified":"2023-07-07T07:55:32","modified_gmt":"2023-07-07T07:55:32","slug":"geotechnical","status":"publish","type":"page","link":"https:\/\/giscadlimited.com\/trinidad\/products\/prokon-solutions\/geotechnical\/","title":{"rendered":"Geotechnical"},"content":{"rendered":"
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[vc_custom_heading text=”GEOTECHNICAL” use_theme_fonts=”yes” css=”%7B%22default%22%3A%7B%22color%22%3A%22%23ffffff%22%2C%22padding-bottom%22%3A%2210px%22%7D%7D”]

Involves the application of scientific methods and engineering principles to the acquisition, interpretation, and use of knowledge about earth materials for the design and construction of civil engineering structures. It\u2019s an essential practice in ensuring stability, safety, and sustainability in projects like foundations, embankments, and tunnels.<\/p>\n<\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/section>

[vc_custom_heading text=”BISHOP SLOPE” use_theme_fonts=”yes” css=”%7B%22default%22%3A%7B%22color%22%3A%22%23ffffff%22%2C%22margin-bottom%22%3A%2220px%22%7D%7D”]

Evaluate the stability of generalised soil slopes with the Bishop\u2019s Modified Method<\/p>\n<\/div><\/div>

Geotechnical<\/p>\n<\/div><\/div>

The Bishop Slope module is used to evaluate the stability of soil slopes. Run deterministic or probabilistic analyses of soil slopes considering circular slip surfaces.<\/p>\n<\/div><\/div>

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What makes this module unique?<\/p>\n

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  • Deterministic and probabilistic analysis<\/li>\n
  • Circular slip surfaces<\/li>\n
  • Detailed calculations<\/li>\n<\/ul>\n<\/div><\/div><\/div><\/div>\n\n\t\t\t<\/div><\/div><\/div><\/div>
    [vc_custom_heading text=”NON-CIRCULAR SLIP” use_theme_fonts=”yes” css=”%7B%22default%22%3A%7B%22color%22%3A%22%23ffffff%22%2C%22margin-bottom%22%3A%2220px%22%7D%7D”]

    Evaluate stability of non-circular slopes<\/p>\n<\/div><\/div>

    Geotechnical<\/p>\n<\/div><\/div>

    Run deterministic or probabilistic analyses of soil slopes considering non-circular slip surfaces.<\/p>\n<\/div><\/div>

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    What makes this module unique?<\/p>\n

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    • Deterministic and probabilistic analysis<\/li>\n
    • Non-Circular slip surfaces<\/li>\n
    • Detailed calculations<\/li>\n<\/ul>\n<\/div><\/div><\/div><\/div>\n\n\t\t\t<\/div><\/div><\/div><\/div><\/div>
      [vc_custom_heading text=”WEDGE ANALYSIS” use_theme_fonts=”yes” css=”%7B%22default%22%3A%7B%22color%22%3A%22%23ffffff%22%2C%22margin-bottom%22%3A%2220px%22%7D%7D”]

      Determine the factor of safety of a tetrahedral wedge that may form in a rock slope.<\/p>\n<\/div><\/div>

      Geotechnical<\/p>\n<\/div><\/div>

      Evaluate the stability of tetrahedral wedges in rock slopes. Probabilistic and deterministic modes are available.<\/p>\n<\/div><\/div>

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      What makes this module unique?<\/p>\n

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      • Deterministic and probabilistic analysis<\/li>\n
      • Non-Circular slip surfaces<\/li>\n
      • Detailed calculations<\/li>\n<\/ul>\n<\/div><\/div><\/div><\/div>\n\n\t\t\t<\/div><\/div><\/div><\/div>
        [vc_custom_heading text=”ROCK SLOPE” use_theme_fonts=”yes” css=”%7B%22default%22%3A%7B%22color%22%3A%22%23ffffff%22%2C%22margin-bottom%22%3A%2220px%22%7D%7D”]

        Determine the factor of safety of a planar failure in rock.<\/p>\n<\/div><\/div>

        Geotechnical<\/p>\n<\/div><\/div>

        Evaluate the stability where cut slopes are intersected by a planar discontinuity.<\/p>\n<\/div><\/div>

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        What makes this module unique?<\/p>\n

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        • Detailed calculations<\/li>\n<\/ul>\n<\/div><\/div><\/div><\/div>\n\n\t\t\t<\/div><\/div><\/div><\/div><\/div>
          [vc_custom_heading text=”BEARING CAPACITY” use_theme_fonts=”yes” css=”%7B%22default%22%3A%7B%22color%22%3A%22%23ffffff%22%2C%22margin-bottom%22%3A%2220px%22%7D%7D”]

          Evaluate the ultimate bearing capacity of shallow foundations.<\/p>\n<\/div><\/div>

          Geotechnical<\/p>\n<\/div><\/div>

          Evaluates the ultimate bearing capacity of shallow foundations. The foundation may be circular, square, or rectangular. The base and the external ground slope may be angled, and the forces and moments imposed on the base may come from any direction. Both drained and undrained conditions are evaluated.<\/p>\n<\/div><\/div>

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          What makes this module unique?<\/p>\n

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          • Various foundation shapes<\/li>\n
          • Drained and undrained conditions are supported.<\/li>\n
          • Detailed calculations<\/li>\n<\/ul>\n<\/div><\/div><\/div><\/div>\n\n\t\t\t<\/div><\/div><\/div><\/div>
            [vc_custom_heading text=”JOINTED ROCK MASSES” use_theme_fonts=”yes” css=”%7B%22default%22%3A%7B%22color%22%3A%22%23ffffff%22%2C%22margin-bottom%22%3A%2220px%22%7D%7D”]

            Evaluate a non-linear shear strength envelope for a range of input parameters.<\/p>\n<\/div><\/div>

            Geotechnical<\/p>\n<\/div><\/div>

            Evaluates the non-linear shear strength envelope for a range of input parameters. Output may consist of instantaneous cohesion and friction values or the actual shear strength for a given normal stress. Deterministic and probabilistic modes are supported.<\/p>\n<\/div><\/div>

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            What makes this module unique?<\/p>\n

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            • Deterministic and probabilistic analysis<\/li>\n
            • Detailed calculations<\/li>\n<\/ul>\n<\/div><\/div><\/div><\/div>\n\n\t\t\t<\/div><\/div><\/div><\/div><\/div>
              [vc_custom_heading text=”ROCK ROUGH JOINTS” use_theme_fonts=”yes” css=”%7B%22default%22%3A%7B%22color%22%3A%22%23ffffff%22%2C%22margin-bottom%22%3A%2220px%22%7D%7D”]

              Evaluate the shear strength failure envelope for rough joints in rock.<\/p>\n<\/div><\/div>

              Geotechnical<\/p>\n<\/div><\/div>

              Evaluate the shear strength failure envelope for rough joints in rock. The analysis may be performed in deterministic or probabilistic mode. In probabilistic mode the range of input parameters are generated using simulation techniques to generate a probability density distribution of the output shear strength.<\/p>\n<\/div><\/div>

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              What makes this module unique?<\/p>\n

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              • Deterministic and probabilistic analysis<\/li>\n
              • Detailed calculations<\/li>\n<\/ul>\n<\/div><\/div><\/div><\/div>\n\n\t\t\t<\/div><\/div><\/div><\/div>
                [vc_custom_heading text=”PILE BEARING” use_theme_fonts=”yes” css=”%7B%22default%22%3A%7B%22color%22%3A%22%23ffffff%22%2C%22margin-bottom%22%3A%2220px%22%7D%7D”]

                Calculate the bearing capacity and design reinforced concrete piles.<\/p>\n<\/div><\/div>

                Geotechnical<\/p>\n<\/div><\/div>

                Calculate the bearing capacity of and design reinforced concreted piles. The capacity calculations consider the effects of pile length and diameter, installation type and soil conditions.<\/p>\n<\/div><\/div>

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                What makes this module unique?<\/p>\n

                  \n
                • Deterministic and probabilistic analysis<\/li>\n
                • Tetrahedral wedges in rock slopes<\/li>\n
                • Detailed calculations<\/li>\n<\/ul>\n<\/div><\/div><\/div><\/div>\n\n\t\t\t<\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/section>\n","protected":false},"excerpt":{"rendered":"[vc_custom_heading text=\"GEOTECHNICAL\" use_theme_fonts=\"yes\" css=\"%7B%22default%22%3A%7B%22color%22%3A%22%23ffffff%22%2C%22padding-bottom%22%3A%2210px%22%7D%7D\"]Involves the application of scientific methods and engineering principles to the acquisition, interpretation, and use of knowledge about earth materials for the design and construction of civil engineering structures. It\u2019s an essential practice in ensuring stability, safety, and sustainability in projects like foundations, embankments, and tunnels. [vc_custom_heading text=\"BISHOP SLOPE\" use_theme_fonts=\"yes\" css=\"%7B%22default%22%3A%7B%22color%22%3A%22%23ffffff%22%2C%22margin-bottom%22%3A%2220px%22%7D%7D\"]Evaluate the...","protected":false},"author":1,"featured_media":0,"parent":1152,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"acf":[],"yoast_head":"\nGeotechnical - Giscad Trinidad<\/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:\/\/giscadlimited.com\/trinidad\/products\/prokon-solutions\/geotechnical\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Geotechnical - Giscad Trinidad\" \/>\n<meta property=\"og:url\" content=\"https:\/\/giscadlimited.com\/trinidad\/products\/prokon-solutions\/geotechnical\/\" \/>\n<meta property=\"og:site_name\" content=\"Giscad Trinidad\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/GISCADLtd\" \/>\n<meta property=\"article:modified_time\" content=\"2023-07-07T07:55:32+00:00\" \/>\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=\"25 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\/\/giscadlimited.com\/trinidad\/products\/prokon-solutions\/geotechnical\/\",\"url\":\"https:\/\/giscadlimited.com\/trinidad\/products\/prokon-solutions\/geotechnical\/\",\"name\":\"Geotechnical - 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