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Soil allocation management through accurate volume estimation and optimized construction planning

Schedule Recovery and Cost Reduction Enabled by Simulation-Based Construction Planning and On-Jobsite Coordination

Wakabayashi Ami
Wakabayashi Ami
Woohyeon
Woohyeon
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IMAI CORPORATION is a comprehensive construction company based in Shimane Prefecture, engaged in civil engineering, architectural construction, real estate, and recycling businesses. With a strong commitment to contributing to the local community, the company leverages the region’s rich natural resources to pursue a sustainable future. Through construction technologies, real estate development, and environmental preservation, IMAI CORPORATION continues to grow together with the local community.

Location

Shimane prefecture, Japan

Customer Type

General Contractor

Project Type

Road

Related Solutions

Issues

In large-scale civil engineering projects involving multiple contractors, regular progress meetings on soil distribution are held, where each company reports its progress based on the number of dump trucks used. However, this reporting method often leads to coordination issues—for example, a jobsite scheduled for soil transport may suddenly become unavailable, or a jobsite capable of receiving soil may no longer be able to do so. These disruptions frequently cause work stoppages due to poor coordination between jobsites.

In response to these challenges, IMAI CORPORATION, a general contractor based in Shimane Prefecture, recognized the need for more accurate data sharing and progress management—not only within its own work zone but also across other zones—to eliminate inefficiencies and maximize productivity.

However, traditional information sharing methods relying on drawings—even when based on highly accurate data—proved insufficient for conveying the actual conditions and dynamic changes of the jobsite. As a result, there was a persistent risk of misalignment in understanding among stakeholders.

Solutions

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IMAI CORPORATION began by using「Smart Construction Simulation」to run an initial construction simulation, verifying the validity of their original plan and creating an optimized version. (See details here ←) To further optimize the plan, they conducted a second simulation based on actual dump truck transportation history. (See details here ←) They then shared the fill progress and simulation results during a progress meeting with the client, partner contractors, and jobsite supervisors. Based on mutual review, the number of dump trucks in the plan was adjusted accordingly. By sharing accurate data in easy-to-understand formats such as videos and graphs, they reduced inefficiencies and developed a more effective construction plan.

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In the progress meeting held in early August, it was confirmed that the actual transported volume had fallen short of the plan due to rain in June and July. As a countermeasure, the number of dump trucks on internal routes A and B was increased from 4 to 5 each. Based on the results of a new simulation, all parties agreed on a recovery plan. By executing the work according to the optimized plan, the project proceeded smoothly with fill volumes aligning precisely with the simulation results.

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In addition, a review was conducted to optimize the number of dump trucks, including those planned for Transfer to another jobsite route starting in October. The following three scenarios were considered:

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・Pattern 1
A simulation was conducted using 12 dump trucks in total — 7 On-jobsite Trucks・5 transfer to another jobsite Trucks. The required duration was calculated to be 54 days, with each truck transporting approximately 138 m³ per day. The estimated cost was around 29.1 million yen.

・Pattern 2
A simulation was conducted using 11 dump trucks in total — 6 On-jobsite Trucks・5 transfer to another jobsite Trucks. The required duration was calculated to be 55 days, with each truck transporting approximately 160 m³ per day. The estimated cost was around 25.85 million yen.

・Pattern 3
A simulation was conducted using 10 dump trucks in total — 5 On-jobsite Trucks・5 transfer to another jobsite Trucks. Although reducing the number of dump trucks extended the required work period to 62 days, bottleneck-related standby time was reduced and the daily transport volume per truck was the highest at 169 m³. As a result, the estimated cost was the lowest at approximately 24 million yen.

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As a result, it was confirmed that Pattern 3 could reduce labor by the equivalent of 68 truck-days and cut construction costs by approximately 5.1 million yen compared to Pattern 1.
Based on this outcome, the team adopted a transport plan using 5 dump trucks for both on-jobsite and transfer to another jobsite route, for a total of 10 trucks.

Outputs
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A reduction in manpower and date equivalent to 68 truck
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A reduction of 5.1 million yen in construction costs
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ICT Construction Stage II : Progress-based adjustment of equipment and materials during excavation and fill phases
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ICT Construction Stage II : Soil distribution management across multiple jobsites based on progress management in excavation and fill operations
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ICT Construction Stage II : Refinement of construction planning through schedule development based on data

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