{"id":11322,"date":"2026-09-13T22:54:23","date_gmt":"2026-09-13T14:54:23","guid":{"rendered":"https:\/\/people.utm.my\/rasnida\/?page_id=11322"},"modified":"2026-09-13T23:16:37","modified_gmt":"2026-09-13T15:16:37","slug":"slope-stability","status":"publish","type":"page","link":"https:\/\/people.utm.my\/rasnida\/slope-stability\/","title":{"rendered":"Slope Stability"},"content":{"rendered":"<p>[et_pb_section fb_built=&#8221;1&#8243; _builder_version=&#8221;4.27.5&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_row _builder_version=&#8221;4.27.5&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.27.5&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_code _builder_version=&#8221;4.27.5&#8243; _module_preset=&#8221;default&#8221; hover_enabled=&#8221;0&#8243; global_colors_info=&#8221;{}&#8221; sticky_enabled=&#8221;0&#8243;]<\/p>\n<div class=\"rini-bio rini-slope\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/p>\n<section class=\"bio-hero\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <span class=\"eyebrow\"><!-- [et_pb_line_break_holder] -->      Assessment \u00b7 Monitoring \u00b7 Modelling<!-- [et_pb_line_break_holder] -->    <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<h1><!-- [et_pb_line_break_holder] -->      Slope Stability &amp; Rock Slope Engineering<!-- [et_pb_line_break_holder] -->    <\/h1>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<h2><!-- [et_pb_line_break_holder] -->      Engineering Assessment \u00b7 Risk Evaluation \u00b7 Technical Services<!-- [et_pb_line_break_holder] -->    <\/h2>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <pee><!-- [et_pb_line_break_holder] -->      Integrated rock slope and slope stability assessment combining<!-- [et_pb_line_break_holder] -->      engineering geology, field investigation, advanced surveying,<!-- [et_pb_line_break_holder] -->      monitoring and numerical analysis for infrastructure,<!-- [et_pb_line_break_holder] -->      quarry and natural slope applications.<!-- [et_pb_line_break_holder] -->    <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/p>\n<section class=\"slope-intro\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<h2 class=\"section-title\"><!-- [et_pb_line_break_holder] -->      Slope Engineering Services<!-- [et_pb_line_break_holder] -->    <\/h2>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <pee><!-- [et_pb_line_break_holder] -->      Slope stability services integrate geological and geotechnical<!-- [et_pb_line_break_holder] -->      characterisation with analytical, numerical and advanced<!-- [et_pb_line_break_holder] -->      remote-sensing approaches. Assessment may include rock mass<!-- [et_pb_line_break_holder] -->      characterisation, structural mapping, stability analysis,<!-- [et_pb_line_break_holder] -->      monitoring and engineering interpretation to support slope<!-- [et_pb_line_break_holder] -->      management and risk-informed decision making.<!-- [et_pb_line_break_holder] -->    <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <span class=\"updated-label\"><!-- [et_pb_line_break_holder] -->      Updated: September 2026<!-- [et_pb_line_break_holder] -->    <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/p>\n<section><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<h2 class=\"section-title\"><!-- [et_pb_line_break_holder] -->      Areas of Technical Service<!-- [et_pb_line_break_holder] -->    <\/h2>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<div class=\"slope-services-wrap\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"slope-service-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"slope-number\">01<\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<h3><!-- [et_pb_line_break_holder] -->          Rock Slope Stability Assessment<!-- [et_pb_line_break_holder] -->        <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <pee><!-- [et_pb_line_break_holder] -->          Engineering assessment of natural and engineered rock slopes<!-- [et_pb_line_break_holder] -->          incorporating geological structure, discontinuity conditions,<!-- [et_pb_line_break_holder] -->          rock mass characteristics and potential failure mechanisms.<!-- [et_pb_line_break_holder] -->        <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"slope-service-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"slope-number\">02<\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<h3><!-- [et_pb_line_break_holder] -->          Rock Mass Characterisation<!-- [et_pb_line_break_holder] -->        <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <pee><!-- [et_pb_line_break_holder] -->          Characterisation of rock mass condition and discontinuity<!-- [et_pb_line_break_holder] -->          systems to support slope classification, stability assessment<!-- [et_pb_line_break_holder] -->          and engineering interpretation.<!-- [et_pb_line_break_holder] -->        <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"slope-service-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"slope-number\">03<\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<h3><!-- [et_pb_line_break_holder] -->          Kinematic &amp; Limit Equilibrium Analysis<!-- [et_pb_line_break_holder] -->        <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <pee><!-- [et_pb_line_break_holder] -->          Assessment of structurally controlled slope failure modes<!-- [et_pb_line_break_holder] -->          and stability using established analytical and limit<!-- [et_pb_line_break_holder] -->          equilibrium approaches.<!-- [et_pb_line_break_holder] -->        <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"slope-service-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"slope-number\">04<\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<h3><!-- [et_pb_line_break_holder] -->          Numerical Modelling<!-- [et_pb_line_break_holder] -->        <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <pee><!-- [et_pb_line_break_holder] -->          Numerical investigation of slope behaviour, deformation<!-- [et_pb_line_break_holder] -->          and potential failure mechanisms for complex rock and<!-- [et_pb_line_break_holder] -->          geotechnical conditions.<!-- [et_pb_line_break_holder] -->        <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"slope-service-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"slope-number\">05<\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<h3><!-- [et_pb_line_break_holder] -->          Terrestrial Laser Scanning<!-- [et_pb_line_break_holder] -->        <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <pee><!-- [et_pb_line_break_holder] -->          High-resolution three-dimensional slope capture for<!-- [et_pb_line_break_holder] -->          geological mapping, structural interpretation, rock mass<!-- [et_pb_line_break_holder] -->          assessment and slope stability studies.<!-- [et_pb_line_break_holder] -->        <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"slope-service-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"slope-number\">06<\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<h3><!-- [et_pb_line_break_holder] -->          UAV &amp; Close-Range Photogrammetry<!-- [et_pb_line_break_holder] -->        <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <pee><!-- [et_pb_line_break_holder] -->          Image-based surveying and three-dimensional modelling<!-- [et_pb_line_break_holder] -->          for inaccessible rock slopes, discontinuity mapping<!-- [et_pb_line_break_holder] -->          and engineering assessment.<!-- [et_pb_line_break_holder] -->        <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"slope-service-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"slope-number\">07<\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<h3><!-- [et_pb_line_break_holder] -->          Integrated Geophysical Assessment<!-- [et_pb_line_break_holder] -->        <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <pee><!-- [et_pb_line_break_holder] -->          Integration of slope investigation with techniques<!-- [et_pb_line_break_holder] -->          such as electrical resistivity tomography and<!-- [et_pb_line_break_holder] -->          remote-sensing data where appropriate to support<!-- [et_pb_line_break_holder] -->          subsurface interpretation.<!-- [et_pb_line_break_holder] -->        <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"slope-service-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"slope-number\">08<\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<h3><!-- [et_pb_line_break_holder] -->          Slope Monitoring &amp; Technical Evaluation<!-- [et_pb_line_break_holder] -->        <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <pee><!-- [et_pb_line_break_holder] -->          Engineering monitoring, interpretation and technical<!-- [et_pb_line_break_holder] -->          reporting to support slope performance assessment,<!-- [et_pb_line_break_holder] -->          maintenance and risk-management programmes.<!-- [et_pb_line_break_holder] -->        <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/p>\n<section class=\"slope-methods\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<h2 class=\"section-title\"><!-- [et_pb_line_break_holder] -->      Methods &amp; Technologies<!-- [et_pb_line_break_holder] -->    <\/h2>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<div class=\"slope-tags\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <span class=\"slope-tag\"><!-- [et_pb_line_break_holder] -->        Rock Mass Rating (RMR)<!-- [et_pb_line_break_holder] -->      <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <span class=\"slope-tag\"><!-- [et_pb_line_break_holder] -->        Discontinuity Mapping<!-- [et_pb_line_break_holder] -->      <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <span class=\"slope-tag\"><!-- [et_pb_line_break_holder] -->        Kinematic Analysis<!-- [et_pb_line_break_holder] -->      <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <span class=\"slope-tag\"><!-- [et_pb_line_break_holder] -->        Limit Equilibrium Method<!-- [et_pb_line_break_holder] -->      <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <span class=\"slope-tag\"><!-- [et_pb_line_break_holder] -->        Numerical Modelling<!-- [et_pb_line_break_holder] -->      <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <span class=\"slope-tag\"><!-- [et_pb_line_break_holder] -->        Discrete Element Modelling<!-- [et_pb_line_break_holder] -->      <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <span class=\"slope-tag\"><!-- [et_pb_line_break_holder] -->        UDEC Analysis<!-- [et_pb_line_break_holder] -->      <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <span class=\"slope-tag\"><!-- [et_pb_line_break_holder] -->        Terrestrial Laser Scanning<!-- [et_pb_line_break_holder] -->      <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <span class=\"slope-tag\"><!-- [et_pb_line_break_holder] -->        UAV Photogrammetry<!-- [et_pb_line_break_holder] -->      <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <span class=\"slope-tag\"><!-- [et_pb_line_break_holder] -->        Close-Range Photogrammetry<!-- [et_pb_line_break_holder] -->      <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <span class=\"slope-tag\"><!-- [et_pb_line_break_holder] -->        3D Slope Modelling<!-- [et_pb_line_break_holder] -->      <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <span class=\"slope-tag\"><!-- [et_pb_line_break_holder] -->        Electrical Resistivity Tomography<!-- [et_pb_line_break_holder] -->      <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <span class=\"slope-tag\"><!-- [et_pb_line_break_holder] -->        Slope Monitoring<!-- [et_pb_line_break_holder] -->      <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <span class=\"slope-tag\"><!-- [et_pb_line_break_holder] -->        Engineering Geological Assessment<!-- [et_pb_line_break_holder] -->      <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/p>\n<section class=\"slope-process\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<h2 class=\"section-title\"><!-- [et_pb_line_break_holder] -->      Assessment Approach<!-- [et_pb_line_break_holder] -->    <\/h2>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<div class=\"process-wrap\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"process-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"process-step\"><!-- [et_pb_line_break_holder] -->          STEP 01<!-- [et_pb_line_break_holder] -->        <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<h3><!-- [et_pb_line_break_holder] -->          Site &amp; Data Review<!-- [et_pb_line_break_holder] -->        <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <pee><!-- [et_pb_line_break_holder] -->          Review available geological, geotechnical<!-- [et_pb_line_break_holder] -->          and site information.<!-- [et_pb_line_break_holder] -->        <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"process-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"process-step\"><!-- [et_pb_line_break_holder] -->          STEP 02<!-- [et_pb_line_break_holder] -->        <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<h3><!-- [et_pb_line_break_holder] -->          Field Characterisation<!-- [et_pb_line_break_holder] -->        <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <pee><!-- [et_pb_line_break_holder] -->          Geological mapping, rock mass characterisation<!-- [et_pb_line_break_holder] -->          and survey.<!-- [et_pb_line_break_holder] -->        <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"process-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"process-step\"><!-- [et_pb_line_break_holder] -->          STEP 03<!-- [et_pb_line_break_holder] -->        <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<h3><!-- [et_pb_line_break_holder] -->          Stability Analysis<!-- [et_pb_line_break_holder] -->        <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <pee><!-- [et_pb_line_break_holder] -->          Analytical, kinematic and numerical evaluation<!-- [et_pb_line_break_holder] -->          as appropriate.<!-- [et_pb_line_break_holder] -->        <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"process-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"process-step\"><!-- [et_pb_line_break_holder] -->          STEP 04<!-- [et_pb_line_break_holder] -->        <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<h3><!-- [et_pb_line_break_holder] -->          Engineering Evaluation<!-- [et_pb_line_break_holder] -->        <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <pee><!-- [et_pb_line_break_holder] -->          Interpretation, technical reporting<!-- [et_pb_line_break_holder] -->          and engineering recommendations.<!-- [et_pb_line_break_holder] -->        <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/p>\n<section class=\"slope-projects\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<h2 class=\"section-title\"><!-- [et_pb_line_break_holder] -->      Selected Engineering Experience<!-- [et_pb_line_break_holder] -->    <\/h2>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<div class=\"project-table\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"project-row\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"project-year\"><!-- [et_pb_line_break_holder] -->          2026<!-- [et_pb_line_break_holder] -->        <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"project-info\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->          <\/p>\n<h3><!-- [et_pb_line_break_holder] -->            Site Investigation Works Service at Slope Near<!-- [et_pb_line_break_holder] -->            Transmission Tower 147, Murum Hydroelectric Project<!-- [et_pb_line_break_holder] -->          <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->          <span class=\"project-badge\"><!-- [et_pb_line_break_holder] -->            Site Investigation<!-- [et_pb_line_break_holder] -->          <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"project-row\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"project-year\"><!-- [et_pb_line_break_holder] -->          2022<!-- [et_pb_line_break_holder] -->        <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"project-info\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->          <\/p>\n<h3><!-- [et_pb_line_break_holder] -->            Assessment of Slope Boundaries at Sireh Park,<!-- [et_pb_line_break_holder] -->            Iskandar Puteri, Johor<!-- [et_pb_line_break_holder] -->          <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->          <span class=\"project-badge\"><!-- [et_pb_line_break_holder] -->            Slope Assessment<!-- [et_pb_line_break_holder] -->          <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"project-row\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"project-year\"><!-- [et_pb_line_break_holder] -->          2019<!-- [et_pb_line_break_holder] -->        <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"project-info\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->          <\/p>\n<h3><!-- [et_pb_line_break_holder] -->            Kajian Penyelidikan Kestabilan Cerun Batuan<!-- [et_pb_line_break_holder] -->            di Bukit Ayam<!-- [et_pb_line_break_holder] -->          <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->          <span class=\"project-badge\"><!-- [et_pb_line_break_holder] -->            Rock Slope Stability<!-- [et_pb_line_break_holder] -->          <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"project-row\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"project-year\"><!-- [et_pb_line_break_holder] -->          2018\u20132020<!-- [et_pb_line_break_holder] -->        <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"project-info\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->          <\/p>\n<h3><!-- [et_pb_line_break_holder] -->            North-South Expressway Permanent Stabilization Work<!-- [et_pb_line_break_holder] -->            for Rock Slope at KM 258.17 Southbound, Section C5<!-- [et_pb_line_break_holder] -->            and Bukit Lanjan, Section C4<!-- [et_pb_line_break_holder] -->          <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->          <pee><!-- [et_pb_line_break_holder] -->            Geotechnical design and professional engineering<!-- [et_pb_line_break_holder] -->            assessment associated with permanent rock-slope<!-- [et_pb_line_break_holder] -->            stabilisation works.<!-- [et_pb_line_break_holder] -->          <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->          <span class=\"project-badge\"><!-- [et_pb_line_break_holder] -->            Highway Rock Slope<!-- [et_pb_line_break_holder] -->          <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"project-row\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"project-year\"><!-- [et_pb_line_break_holder] -->          2009<!-- [et_pb_line_break_holder] -->        <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/p>\n<div class=\"project-info\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->          <\/p>\n<h3><!-- [et_pb_line_break_holder] -->            UDEC Stability Analysis of Failed Penrhyn Quarry Slope,<!-- [et_pb_line_break_holder] -->            Bethesda, North Wales<!-- [et_pb_line_break_holder] -->          <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->          <pee><!-- [et_pb_line_break_holder] -->            Technical slope stability analysis undertaken for<!-- [et_pb_line_break_holder] -->            GWP Consultants LLP, United Kingdom.<!-- [et_pb_line_break_holder] -->          <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->          <span class=\"project-badge\"><!-- [et_pb_line_break_holder] -->            Numerical Analysis<!-- [et_pb_line_break_holder] -->          <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->        <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/p>\n<section class=\"slope-research\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<h2 class=\"section-title\"><!-- [et_pb_line_break_holder] -->      Selected Research Supporting the Service<!-- [et_pb_line_break_holder] -->    <\/h2>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<div class=\"research-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"research-year\"><!-- [et_pb_line_break_holder] -->        2022<!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<h3><!-- [et_pb_line_break_holder] -->        Application of Combined Terrestrial Laser Scanning<!-- [et_pb_line_break_holder] -->        and Unmanned Aerial Vehicle Digital Photogrammetry<!-- [et_pb_line_break_holder] -->        Method in High Rock Slope Stability Analysis<!-- [et_pb_line_break_holder] -->      <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <pee><!-- [et_pb_line_break_holder] -->        Measurement<!-- [et_pb_line_break_holder] -->      <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<div class=\"research-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"research-year\"><!-- [et_pb_line_break_holder] -->        2022<!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<h3><!-- [et_pb_line_break_holder] -->        Quantification of Rock Mass Condition Based on<!-- [et_pb_line_break_holder] -->        Fracture Frequency Using Unmanned Aerial Vehicle<!-- [et_pb_line_break_holder] -->        Survey for Slope Stability Assessment<!-- [et_pb_line_break_holder] -->      <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <pee><!-- [et_pb_line_break_holder] -->        Journal of the Indian Society of Remote Sensing<!-- [et_pb_line_break_holder] -->      <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<div class=\"research-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"research-year\"><!-- [et_pb_line_break_holder] -->        2022<!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<h3><!-- [et_pb_line_break_holder] -->        Application of a Comprehensive Rock Slope Stability<!-- [et_pb_line_break_holder] -->        Assessment Approach for Selected Malaysian<!-- [et_pb_line_break_holder] -->        Granitic Rock Slopes<!-- [et_pb_line_break_holder] -->      <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <pee><!-- [et_pb_line_break_holder] -->        Sains Malaysiana<!-- [et_pb_line_break_holder] -->      <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<div class=\"research-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"research-year\"><!-- [et_pb_line_break_holder] -->        2022<!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<h3><!-- [et_pb_line_break_holder] -->        An Expeditious Approach for Slope Stability Assessment<!-- [et_pb_line_break_holder] -->        Using Integrated 2D Electrical Resistivity Tomography<!-- [et_pb_line_break_holder] -->        and Unmanned Aerial Vehicle Survey<!-- [et_pb_line_break_holder] -->      <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <pee><!-- [et_pb_line_break_holder] -->        Journal of Applied Geophysics<!-- [et_pb_line_break_holder] -->      <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<div class=\"research-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"research-year\"><!-- [et_pb_line_break_holder] -->        2015<!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<h3><!-- [et_pb_line_break_holder] -->        Rock Slope Assessment Using Kinematic<!-- [et_pb_line_break_holder] -->        and Numerical Analyses<!-- [et_pb_line_break_holder] -->      <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <pee><!-- [et_pb_line_break_holder] -->        Jurnal Teknologi<!-- [et_pb_line_break_holder] -->      <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<div class=\"research-card\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<div class=\"research-year\"><!-- [et_pb_line_break_holder] -->        2014<!-- [et_pb_line_break_holder] -->      <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <\/p>\n<h3><!-- [et_pb_line_break_holder] -->        Discrete Element Modelling of Complex<!-- [et_pb_line_break_holder] -->        Failure Mechanism at Quarry Slope<!-- [et_pb_line_break_holder] -->      <\/h3>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->      <pee><!-- [et_pb_line_break_holder] -->        Jurnal Teknologi<!-- [et_pb_line_break_holder] -->      <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/p>\n<section class=\"slope-contact\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <\/p>\n<h2><!-- [et_pb_line_break_holder] -->      Discuss a Slope Stability Assessment<!-- [et_pb_line_break_holder] -->    <\/h2>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <pee><!-- [et_pb_line_break_holder] -->      For technical enquiries, potential consultancy,<!-- [et_pb_line_break_holder] -->      research collaboration or slope engineering assessment,<!-- [et_pb_line_break_holder] -->      please contact:<!-- [et_pb_line_break_holder] -->    <\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->    <span class=\"slope-button\"><!-- [et_pb_line_break_holder] -->      asnida@utm.my<!-- [et_pb_line_break_holder] -->    <\/span><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->  <\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><\/div>\n<p>[\/et_pb_code][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":26680,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-11322","page","type-page","status-publish","hentry"],"jetpack_sharing_enabled":true,"_links":{"self":[{"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/pages\/11322","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/users\/26680"}],"replies":[{"embeddable":true,"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/comments?post=11322"}],"version-history":[{"count":4,"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/pages\/11322\/revisions"}],"predecessor-version":[{"id":11334,"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/pages\/11322\/revisions\/11334"}],"wp:attachment":[{"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/media?parent=11322"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}