{"id":606,"date":"2019-06-05T07:54:31","date_gmt":"2019-06-05T07:54:31","guid":{"rendered":"https:\/\/glutenfreepleasure.com\/__proxy_domain\/castlab.com.sg\/?page_id=606"},"modified":"2025-10-30T12:26:26","modified_gmt":"2025-10-30T04:26:26","slug":"geotechnical-testing","status":"publish","type":"page","link":"https:\/\/glutenfreepleasure.com\/__proxy_domain\/www.castlab.com.sg\/our-services\/testing\/geotechnical-testing\/","title":{"rendered":"GEOTECHNICAL TESTING"},"content":{"rendered":"

[et_pb_section fb_built=”1″ _builder_version=”4.16″ custom_padding=”0px||0px” global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ width=”100%” max_width=”100%” custom_padding=”0px||0px” animation_style=”fade” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_slider _builder_version=”4.16″ header_font=”||||||||” global_colors_info=”{}”][et_pb_slide heading=”GEOTECHNICAL TESTING” _builder_version=”4.16″ header_level=”h1″ header_font=”RobotoCondensed-Bold|700||on|||||” header_text_align=”center” header_font_size=”55px” background_image=”https:\/\/glutenfreepleasure.com\/__proxy_domain\/www.castlab.com.sg\/wp-content\/uploads\/2019\/07\/geo-testing-banner.jpg” header_text_shadow_style=”preset1″ global_colors_info=”{}” sticky_transition=”on”][\/et_pb_slide][\/et_pb_slider][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”3.22.7″ custom_padding=”0px||0px” animation_style=”fade” global_module=”398″ saved_tabs=”all” global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ custom_padding=”30px||30px” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_code admin_label=”BreadCrumb” module_class=”bread-crumb” _builder_version=”4.16″ global_colors_info=”{}”]HOME<\/a><\/span><\/span>[\/et_pb_code][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ custom_padding=”0px||0px” animation_style=”fade” global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ custom_padding=”||0px” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ text_font=”||||||||” text_line_height=”1.5em” header_font=”||||||||” header_text_color=”#00357C” header_5_font=”|700|||||||” header_5_text_color=”#00357C” header_5_font_size=”18px” header_5_line_height=”1.6em” global_colors_info=”{}”]<\/p>\n

Modern construction work on any kind of geomaterial invariably raises common geotechnical questions of soil stability, bearing capacity and deformity. On occasions like these, knowledge on rock and soil properties such as classification, deformation and shear strength are essential. We at CAST Laboratories are not only ready with the necessary expertise, but are also fully equipped to cater for all types of aggregates and soil related tests to help you determine and manage quality.<\/p>\n

Geotechnical properties play an important role for the analysis and design of dams, embankments, foundations, and temporary and permanent earth retaining structures. A wide range of laboratory and field-testing are required to measure the right geotechnical parameters and solve geotechnical engineering problems frequently occuring at site.<\/p>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=”4.16″ custom_padding=”||0px|||” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ header_font=”||||||||” header_5_font=”RobotoCondensed-Bold||||||||” header_5_text_color=”#00357c” header_5_font_size=”18px” global_colors_info=”{}”]<\/p>\n

CAST Laboratories is established to offer the following geotechnical testing services:<\/h5>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ custom_padding=”0px||” animation_style=”fade” global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ custom_padding=”||0px” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ text_font=”||||||||” text_text_color=”#000000″ custom_padding=”0px||0px” global_colors_info=”{}”]<\/p>\n

Soil<\/strong><\/p>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ module_class=”sub-services-cate” _builder_version=”4.16″ custom_padding=”||0px” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Bulk Density
\n[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]California Bearing Ratio
\n[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Consolidation Test (1-Dimensional)
\n[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ module_class=”sub-services-cate” _builder_version=”4.16″ custom_padding=”||0px” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Direct Shear Test
\n[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Dry Density \/ Moisture Content Relation
\n[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]In-situ Dry Density (Sand Replacement)
\n[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ module_class=”sub-services-cate” _builder_version=”4.16″ custom_padding=”||0px” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Plastic Limit, Liquid Limit & Plasticity index
\n[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Particle Density & Size Distribution
\n[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Triaxial Test
\n[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ module_class=”sub-services-cate” _builder_version=”4.16″ custom_padding=”||0px” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Unconfined Compression Test
\n[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Density & Moisture Content
\n[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Minimum Density of Sand
\n[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ module_class=”sub-services-cate” _builder_version=”4.16″ custom_padding=”||0px” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Plate Bearing Test
\n[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Determination of Thermal Conductivity of Soil & Soft Rock
\n[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Linear Shrinkage
\n[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ module_class=”sub-services-cate” _builder_version=”4.16″ custom_padding=”||0px” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Max & Min Dry Density
\n[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Density index ( cl 4 )
\n[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Insitu Density by Core Cutter Method
\n[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ module_class=”sub-services-cate” _builder_version=”4.16″ custom_padding=”||” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]<\/p>\n

Insitu California Bearing Ratio (CBR)
Site Test<\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=”4.16″ custom_padding=”0px||0px” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ text_font=”||||||||” text_text_color=”#000000″ global_colors_info=”{}”]<\/p>\n

Rock<\/strong><\/p>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_2,1_2″ module_class=”sub-services-cate” _builder_version=”4.16″ custom_padding=”||0px” global_colors_info=”{}”][et_pb_column type=”1_2″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]<\/p>\n

Point Load Strength Index<\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ global_colors_info=”{}”]Unconfined Compression Test
\n[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=”4.16″ global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.27.4″ hover_enabled=”0″ z_index_tablet=”500″ global_colors_info=”{}” sticky_enabled=”0″]<\/p>\n

For more details on our accredited geotechnical tests, you may refer to our\u00a0<\/span>schedule<\/a>.<\/p>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ module_id=”footer” _builder_version=”3.22.7″ background_color=”#00357c” min_height=”128px” custom_margin=”-26px|||||” custom_margin_tablet=”-21px|||||” custom_margin_phone=”-3px|||||” custom_margin_last_edited=”on|desktop” custom_padding=”3px||0px|||” animation_style=”fade” global_module=”219″ saved_tabs=”all” global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ min_height=”123px” custom_margin_tablet=”” custom_margin_phone=”||” custom_margin_last_edited=”on|phone” custom_padding=”||23px|||” global_colors_info=”{}” column_structure=”3_5,2_5″][et_pb_column type=”3_5″ _builder_version=”4.16″ custom_padding=”|||” custom_css_main_element=”margin-bottom: 0;” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ text_text_color=”#ffffff” text_font_size=”1rem” custom_margin=”||0px” custom_padding=”||5px|||” custom_padding_tablet=”” custom_padding_phone=”” custom_padding_last_edited=”on|tablet” z_index_tablet=”500″ global_colors_info=”{}”]<\/p>\n

Copyright \u00a9