Here's a step-by-step of what is going on behind the scenes for the construction of the Fitzroy to Gladstone Pipeline (FGP) - and it's quite a process. 1️⃣ The Right of Way (ROW) is surveyed and investigated. Cultural Heritage Monitors conduct a ‘walk through’ to identify artifacts. 2️⃣ All vegetation is removed from the ROW. 3️⃣ The ROW is cleared of all obstructions and bulldozed to prepare a flat construction platform. Topsoil is reserved for reinstatement later. 4️⃣ A survey is conducted to determine the centreline and the centreline is pegged. 5️⃣ Pipes are ‘strung’ end-to-end along the ROW next to where the trench will be dug. 6️⃣ A trench is excavated using specialist heavy earthmoving machinery. Trenchless methods, such as drilling or boring, are used where the conditions do not suit the use of an open trench, such as waterways, rail, and some roads. 7️⃣ The pipe is laid into the trench using specialised heavy machinery. 8️⃣ The trench is backfilled using soil maintained from step 3. 9️⃣ Specialised equipment is then used to test the pipeline’s pressure – called hydrotesting to expose and rectify any operational defects. 🔟 All areas affected by construction are reinstated to pre-construction conditions as far as practicable. To learn more about the construction of the FGP, head to our website to read the latest edition of our newsletter 👉 https://lnkd.in/gjPgjS3Z #FitzroyToGladstonePipeline #GladstoneAreaWaterBoard #CentralQueensland #WaterSecurity #WaterPipeline
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The trial pit is dug to conduct subsurface investigations, providing an understanding of the soil's composition characteristics and geological conditions. This aids in assessing the site's suitability for construction, analyzing soil properties as construction material, and informing foundation design to ensure the stability and safety of the structure/facility. #geotechnicalengineering #testpits #groundinvestigation #tailings
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This popular case study was based on a deep water berth, which was 8.5m deep and 150m long. The berth is used by specialised support #vessels before being fitted out for #offshore work such as surveying and #trenching. All #steelpiles were driven to the required level and within the time scale, to the satisfaction of the client ⤵️ https://lnkd.in/ee9ekxCG #steelpiling
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(Excavation of pits for column ) There are several types of excavation methods used in construction, including trench excavation, basement excavation, cut and fill excavation, slope excavation, dredging, footing excavation, pit excavation, rock excavation, channel excavation, trenchless excavation, and underwater excavation.
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The main function of a rock mesh is to serve as a protective barrier between the pipeline and damaging materials that may be found in the surrounding soil or backfill during construction. Discover what characteristics of protective mesh are important to keep pipelines safe! ➡️ https://bit.ly/3RkJ87R #AEGISRockshield #Feromihin #PipelineProtection
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🏗️ Geotechnical Engineer | Deep Foundations Specialist | Piling & Quay Walls Expert | Drilling Fluids Pro | BAUER Group Team Member | content provider & creator | Let's Build a Strong Foundation Together!
Impressive analysis on anchored walls with soil nails below sloped surfaces! 🌍 The detailed evaluation of slope stability and structural integrity using DeepEX highlights critical safety factors and construction insights. This is essential reading for geotechnical professionals. Explore the comprehensive results and elevate your projects. #GeotechnicalEngineering #SlopeAnalysis #ConstructionSafety #StructuralEngineering #DeepEX #SoilStabilization #CivilEngineering
An Anchored Wall Below Slope Surface with Soil Nails Discover the limit equilibrium analysis and structural checks for an anchored wall model with soil nails below a sloped surface using DeepEX. Review the slope stability safety factors and construction stage results. View detailed files and results on our site. #SlopeStability #DeepEX #SoilNails
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𝐧𝐝𝐞𝐫𝐠𝐫𝐨𝐮𝐧𝐝 (UG) 𝐯𝐬. 𝐀𝐛𝐨𝐯𝐞𝐠𝐫𝐨𝐮𝐧𝐝 (AG) 𝐏𝐢𝐩𝐞𝐥𝐢𝐧𝐞𝐬 1. 𝗜𝗻𝘀𝘁𝗮𝗹𝗹𝗮𝘁𝗶𝗼𝗻: ✧ 𝙐𝙣𝙙𝙚𝙧𝙜𝙧𝙤𝙪𝙣𝙙 𝙋𝙞𝙥𝙚𝙡𝙞𝙣𝙚𝙨 - Require excavation and trenching to bury the pipeline below the surface ✧ 𝗔𝗯𝗼𝘃𝗲𝗴𝗿𝗼𝘂𝗻𝗱 𝗣𝗶𝗽𝗲𝗹𝗶𝗻𝗲𝘀 - Constructed on supports above the ground, eliminating the need for extensive excavation 2. 𝗣𝗿𝗼𝘁𝗲𝗰𝘁𝗶𝗼𝗻 ✧ 𝙐𝙣𝙙𝙚𝙧𝙜𝙧𝙤𝙪𝙣𝙙 𝙋𝙞𝙥𝙚𝙡𝙞𝙣𝙚𝙨 - Protected from external factors (weather, physical damage, temperature fluctuations) by the surrounding soil ✧ 𝗔𝗯𝗼𝘃𝗲𝗴𝗿𝗼𝘂𝗻𝗱 𝗣𝗶𝗽𝗲𝗹𝗶𝗻𝗲𝘀 - Exposed to external elements and require additional protection (insulation, coating, support structures) 3. 𝗔𝗰𝗰𝗲𝘀𝘀𝗶𝗯𝗶𝗹𝗶𝘁𝘆 ✧ 𝙐𝙣𝙙𝙚𝙧𝙜𝙧𝙤𝙪𝙣𝙙 𝙋𝙞𝙥𝙚𝙡𝙞𝙣𝙚𝙨 - Less accessible for inspection, maintenance, and repair (buried, may require excavation to access) ✧ 𝗔𝗯𝗼𝘃𝗲𝗴𝗿𝗼𝘂𝗻𝗱 𝗣𝗶𝗽𝗲𝗹𝗶𝗻𝗲𝘀 - More easily accessible for these purposes 4. 𝗧𝗲𝗺𝗽𝗲𝗿𝗮𝘁𝘂𝗿𝗲 𝗥𝗲𝗴𝘂𝗹𝗮𝘁𝗶𝗼𝗻 ✧ 𝙐𝙣𝙙𝙚𝙧𝙜𝙧𝙤𝙪𝙣𝙙 𝙋𝙞𝙥𝙚𝙡𝙞𝙣𝙚𝙨 - Better insulated by the surrounding soil, helping maintain a more stable temperature ✧ 𝗔𝗯𝗼𝘃𝗲𝗴𝗿𝗼𝘂𝗻𝗱 𝗣𝗶𝗽𝗲𝗹𝗶𝗻𝗲𝘀 - More exposed to ambient temperature changes, which can affect flow characteristics Mohamed Amro Torab maatorab@yahoo.com 00201000071969 #UGPipelines #AGPipelibes
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During the construction of the 2,900-ft-long tunnel/depressed roadway section of the Atlantic City-Brigantine Connector, a shallow penetrating dewatering system ensured a dry excavation while minimizing offsite groundwater drawdown.
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Dynamic compaction also known as dynamic deep compaction is a method used to improve the ground by repeatedly dropping a heavy steel weight onto the surface. This technique has been applied worldwide to various construction projects like roads airports, and large halls. The goal is to transmit strong energy waves through the soil to enhance its properties at depth making it suitable for all types of granular soil. Dynamic compaction is especially useful for nonorganic fill made ground and areas with different characteristics, even when large blocks are present. It is effective in both dry and wet soils below the water table. All right and credit reserved to the respective owner,s #CivilEngineering #Compaction #GeotechnicalEngineering #DynamicCompaction #SoilEngineering
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THE Exposed Pipeline Remediation Experts Little Mulberry Creek Case Study – In our latest case study, discover how Submar protected a 24-inch natural gas pipeline that was exposed for 10 feet due to headcutting at Little Mulberry Creek in Chilton County, Alabama. The site was dewatered using sandbag dams and pumps. Both banks and the streambed were graded, and a geotextile material was placed on top of the grade. A Submar articulating concrete mat system was installed from high bank to high bank to armor the pipeline. All edges of the mat system were toed into anchor and flank trenches that were backfilled with existing material and rip rap. A subgrade rock grade control was installed downstream of the mat system to prevent headcutting. Geotextile and rock were installed on the banks for bank paving. Submar offers comprehensive turnkey solutions for onshore and offshore pipeline protection, erosion control, and streambank stabilization for the pipeline industry. Our services include site inspection and surveying, environmentally conscious engineered designs, environmental permitting and regulatory compliance, product design and manufacturing, project management and construction, and post-construction monitoring. See the full post at https://lnkd.in/ghpS9GNX #Submar #PipelineExposure #pipelineintegrity #erosioncontrol #pipeline
LITTLE MULBERRY CREEK – ALABAMA – CASE STUDY
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4mo7.5. The pipe lengths are joined together.