[et_pb_section bb_built=”1″ admin_label=”FULL SCREEN HEADER” inner_shadow=”on” fullwidth=”on” disabled_on=”on|off|” _builder_version=”3.0.50″ background_image=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/products-banner-3.jpg” parallax=”on” parallax_method=”off”][et_pb_fullwidth_header admin_label=”Fullwidth Header – Desktop & Tablet” title=”The Gallery” background_layout=”dark” header_fullscreen=”on” title_font_color=”#ffffff” content_orientation=”bottom” image_orientation=”bottom” disabled_on=”off|off|” _builder_version=”3.0.50″ title_font=”|on||on|” title_font_size=”54px” subhead_font=”|on|||” subhead_font_size=”15px” use_background_color_gradient=”on” background_color_gradient_start=”rgba(73,65,85,0.56)” background_color_gradient_end=”rgba(255,255,255,0.15)” background_color_gradient_type=”radial” background_color_gradient_direction_radial=”left” background_color_gradient_start_position=”34%” background_color_gradient_end_position=”30%” parallax=”on” custom_css_title=”text-shadow: 2px 1px 0px #494155, 4px 4px 0px rgba(0,0,0,0.15);||margin-left: -70px;” custom_css_subtitle=”text-shadow: 1px 1px 1px #494155;” \/][\/et_pb_section][et_pb_section bb_built=”1″ admin_label=”FULL SCREEN HEADER” inner_shadow=”on” fullwidth=”on” _builder_version=”3.0.50″ parallax=”on” disabled=”off” disabled_on=”off|on|on” background_image=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/07\/designers.jpg”][et_pb_fullwidth_header admin_label=”Fullwidth Header – Phone” _builder_version=”3.0.50″ image_orientation=”center” header_scroll_down=”off” text_orientation=”center” header_fullscreen=”off” background_layout=”dark” content_orientation=”center” custom_button_one=”off” button_one_letter_spacing=”0″ button_one_icon_placement=”right” button_one_letter_spacing_hover=”0″ custom_button_two=”off” button_two_letter_spacing=”0″ button_two_icon_placement=”right” button_two_letter_spacing_hover=”0″ parallax=”on” custom_css_logo=”margin-left: -210px;||margin-bottom: -90px;||width: 80%;” title=”The Gallery” custom_css_title=”text-shadow: 2px 1px 0px #494155, 4px 4px 0px rgba(0,0,0,0.15);||” title_font=”|on||on|” \/][\/et_pb_section][et_pb_section bb_built=”1″ admin_label=”Section” background_color=”#f9f9f9″ padding_mobile=”off” _builder_version=”3.0.47″][et_pb_row admin_label=”Row” use_custom_gutter=”on” gutter_width=”2″ custom_padding=”30px||0px|” custom_padding_phone=”||0px|” make_equal=”on” column_padding_mobile=”on” background_color_1=”#ffffff” background_color_2=”#ffffff” parallax_method_1=”off” parallax_method_2=”off” background_position_1=”top_left” background_position_2=”top_left” background_repeat_1=”no-repeat” background_repeat_2=”no-repeat” custom_padding_last_edited=”on|desktop” _builder_version=”3.0.50″ background_size=”initial” background_position=”top_left” background_repeat=”repeat”][et_pb_column type=”1_2″][et_pb_image admin_label=”Tunnel Crossing” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/A1_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
The construction starts from the rectangle shaft with the crown of excavated tunnel passing at distance one diameter under the invert of an existing tunnel.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Tunnel Crossing<\/p>\n
[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″][et_pb_image admin_label=”Wireframing” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/A2-1_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
A wireframe overlay for your finite element models is important when creating work for stress and deformation analyses. You not only want to see that the edge flow and topology are paid close attention to but the individual elements in your work can hold up to a realistic deformations.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Wireframing a Model<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=”Row” use_custom_gutter=”on” gutter_width=”2″ custom_padding=”30px||0px|” custom_padding_phone=”||0px|” make_equal=”on” column_padding_mobile=”on” background_color_1=”#ffffff” background_color_2=”#ffffff” parallax_method_1=”off” parallax_method_2=”off” background_position_1=”top_left” background_position_2=”top_left” background_repeat_1=”no-repeat” background_repeat_2=”no-repeat” custom_padding_last_edited=”on|desktop” _builder_version=”3.0.50″ background_size=”initial” background_position=”top_left” background_repeat=”repeat”][et_pb_column type=”1_2″][et_pb_image admin_label=”Exposing the Structural Model” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/A3_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
Most of the time, the domain elements of the ground will obstruct your view during the model’s stress and deformation assessment of the structural elements. The obtrusive elements can be easily picked and hidden from view.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Exposing the Structural Model<\/p>\n
[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″][et_pb_image admin_label=”Present Views” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/A4_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
Orthographic preset view are available for ease of orientating a complex model such as a top, front, left or right displays.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Present Views<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=”Row” use_custom_gutter=”on” gutter_width=”2″ custom_padding=”30px||0px|” custom_padding_phone=”||0px|” make_equal=”on” column_padding_mobile=”on” background_color_1=”#ffffff” background_color_2=”#ffffff” parallax_method_1=”off” parallax_method_2=”off” background_position_1=”top_left” background_position_2=”top_left” background_repeat_1=”no-repeat” background_repeat_2=”no-repeat” custom_padding_last_edited=”on|phone” _builder_version=”3.0.50″ background_size=”initial” background_position=”top_left” background_repeat=”repeat”][et_pb_column type=”1_2″][et_pb_image admin_label=”Contour Plots” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/A5-1_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
A deformation\/stress contour shows how much deformation\/stress the finite elements are experiencing in different places by using different colors. The changes in the contours can be presented relative to the time domain.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Contour Plots<\/p>\n
[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″][et_pb_image admin_label=”Deep Excavation” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/B1_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
Thirty-two meters diameter circular excavation up to 14 meters deep was supported by a system of ring beams. The surrounding polygonal excavation reached a depth of 8 meters supported by 2 to 3 layers of steel struts and tie-back ground anchors.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Deep Excavation<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=”Row” use_custom_gutter=”on” gutter_width=”2″ custom_padding=”30px||0px|” custom_padding_phone=”||0px|” make_equal=”on” column_padding_mobile=”on” background_color_1=”#ffffff” background_color_2=”#ffffff” parallax_method_1=”off” parallax_method_2=”off” background_position_1=”top_left” background_position_2=”top_left” background_repeat_1=”no-repeat” background_repeat_2=”no-repeat” custom_padding_last_edited=”on|phone” _builder_version=”3.0.50″ background_size=”initial” background_position=”top_left” background_repeat=”repeat”][et_pb_column type=”1_2″][et_pb_image admin_label=”Modelling the Ground Anchors ” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/B2_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
In a realistic situation, soil will be able to deform between the soil. A two-dimensional approach will not be able capture the salient behaviour.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Modelling the Ground Anchors<\/p>\n
[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″][et_pb_image admin_label=”Viewing Deformation” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/B3_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
The deformation contours on the retaining walls can be viewed together with the vectors to elucidate their behaviour throughout the construction stages.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Viewing Deformation<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=”Row” use_custom_gutter=”on” gutter_width=”2″ custom_padding=”30px||0px|” custom_padding_phone=”||0px|” make_equal=”on” column_padding_mobile=”on” background_color_1=”#ffffff” background_color_2=”#ffffff” parallax_method_1=”off” parallax_method_2=”off” background_position_1=”top_left” background_position_2=”top_left” background_repeat_1=”no-repeat” background_repeat_2=”no-repeat” custom_padding_last_edited=”on|phone” _builder_version=”3.0.50″ background_size=”initial” background_position=”top_left” background_repeat=”repeat”][et_pb_column type=”1_2″][et_pb_image admin_label=”Piled-raft Foundation Model” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/C1_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
The influence of the mechanical properties of the surrounding soils on the load-sharing mechanism in the piled-raft foundation can be examined.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Piled-raft Foundation Model<\/p>\n
[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″][et_pb_image admin_label=”Elements??? Stiffness Disparity” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/C2_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
The challenge is to account for the stiffness disparity between the piles and the surrounding soil during solution.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Elements??? Stiffness Disparity<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=”Row” use_custom_gutter=”on” gutter_width=”2″ custom_padding=”30px||0px|” custom_padding_phone=”||0px|” make_equal=”on” column_padding_mobile=”on” background_color_1=”#ffffff” background_color_2=”#ffffff” parallax_method_1=”off” parallax_method_2=”off” background_position_1=”top_left” background_position_2=”top_left” background_repeat_1=”no-repeat” background_repeat_2=”no-repeat” custom_padding_last_edited=”on|phone” _builder_version=”3.0.50″ background_size=”initial” background_position=”top_left” background_repeat=”repeat”][et_pb_column type=”1_2″][et_pb_image admin_label=”Piles Behaviour during Excavation” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/D1_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
Flowing strata caused by adjacent excavation will result in shifting of foundation piles centres.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Piles Behaviour during Excavation<\/p>\n
[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″][et_pb_image admin_label=”Creating Pile Model from CAD Coordinates” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/D2_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
The northings and eastings of foundation piles can be imported as points described in a comma-separated values (CSV) file.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Creating Pile Model from CAD Coordinates<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=”Row” use_custom_gutter=”on” gutter_width=”2″ custom_padding=”30px||0px|” custom_padding_phone=”||0px|” make_equal=”on” column_padding_mobile=”on” background_color_1=”#ffffff” background_color_2=”#ffffff” parallax_method_1=”off” parallax_method_2=”off” background_position_1=”top_left” background_position_2=”top_left” background_repeat_1=”no-repeat” background_repeat_2=”no-repeat” custom_padding_last_edited=”on|phone” _builder_version=”3.0.50″ background_size=”initial” background_position=”top_left” background_repeat=”repeat”][et_pb_column type=”1_2″][et_pb_image admin_label=”Verifying Biot???s Consolidation in a 3D FEM” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/E1_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
The consolidation of a fluid-saturated porous elastic sphere which is subjected to a uniform normal traction applied to the surface, from which pore fluid can drain freely.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Verifying Biot???s Consolidation in a 3D FEM<\/p>\n
[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″][et_pb_image admin_label=”Verifying Biot???s Consolidation in a 2D FEM” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/E2_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
Mason et al (1991) analyzed systematically the evolution of stress and strain during the consolidation of a porous elastic sphere.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Verifying Biot???s Consolidation in a 2D FEM<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=”Row” use_custom_gutter=”on” gutter_width=”2″ custom_padding=”30px||0px|” custom_padding_phone=”||0px|” make_equal=”on” column_padding_mobile=”on” background_color_1=”#ffffff” background_color_2=”#ffffff” parallax_method_1=”off” parallax_method_2=”off” background_position_1=”top_left” background_position_2=”top_left” background_repeat_1=”no-repeat” background_repeat_2=”no-repeat” custom_padding_last_edited=”on|phone” _builder_version=”3.0.50″ background_size=”initial” background_position=”top_left” background_repeat=”repeat”][et_pb_column type=”1_2″][et_pb_image admin_label=”Modelling Y-junction of a Tunnel” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/F1_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
3D model was used to determine the maximum bending moment and axial forces developed in the shotcrete and lattice girder lining system at the tunnel intersection.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Modelling Y-junction of a Tunnel<\/p>\n
[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″][et_pb_image admin_label=”Sinking a Shaft beside Singapore River.” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/G1_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
A 3D consolidation analysis was carried out to investigate the settlement in the presence of Singapore River about 40m away.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Sinking a Shaft beside Singapore River.<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=”Row” use_custom_gutter=”on” gutter_width=”2″ custom_padding=”30px||0px|” custom_padding_phone=”||0px|” make_equal=”on” column_padding_mobile=”on” background_color_1=”#ffffff” background_color_2=”#ffffff” parallax_method_1=”off” parallax_method_2=”off” background_position_1=”top_left” background_position_2=”top_left” background_repeat_1=”no-repeat” background_repeat_2=”no-repeat” custom_padding_last_edited=”on|phone” _builder_version=”3.0.50″ background_size=”initial” background_position=”top_left” background_repeat=”repeat”][et_pb_column type=”1_2″][et_pb_image admin_label=”Ground Settlement Contours around a Shaft” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/G2_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
A 3D settlement contour to determine the impact of the shaft and tunnel construction on the surrounding ground and infrastructures.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Ground Settlement Contours around a Shaft<\/p>\n
[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″][et_pb_image admin_label=”Cutting Planes View” src=”https:\/\/www.geosoft.sg\/wp-content\/uploads\/2017\/06\/G3_wm.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#ffffff” hover_overlay_color=”rgba(141,0,0,0.64)” animation=”off” sticky=”on” align=”center” force_fullwidth=”on” _builder_version=”3.0.50″ \/][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font=”|on|||” text_font_size=”12″ text_text_color=”#454545″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”30px||0px|”]<\/p>\n
The ground settlement contours on cutting planes are used to assess the risk of damage to sewer lines located below ground in the tunnel???s vicinity.<\/p>\n
[\/et_pb_text][et_pb_text admin_label=”Text” text_orientation=”center” _builder_version=”3.0.50″ text_font_size=”24″ text_text_color=”#888888″ background_color=”#ffffff” background_size=”initial” background_position=”top_left” background_repeat=”repeat” custom_margin=”10px||30px|”]<\/p>\n
Cutting Planes View<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"
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