Site Investigation | Optimization of Pile Length and Foundation Costs through Deep Soil Bearing Capacity Evaluation for DC New Construction
Boring survey
Precisely measure the deep soil bearing capacity at the data center construction site to eliminate excessive safety factors that lead to long piles and excessive ground improvement, dramatically optimizing the total construction cost.
In the foundation design of data center construction, excessive setting of pile lengths and large-scale ground improvement works are often carried out due to an overestimation of safety factors stemming from the uncertainty of ground information, leading to soaring construction costs. GeoTech's deep ground bearing capacity evaluation service accurately identifies the true depth of deep supporting layers through deep boring surveys and standard penetration tests, eliminating unnecessary excess length. Furthermore, by conducting undisturbed sample collection of alluvial clay layers and laboratory consolidation tests, we clarify the original consolidation yield stress and consolidation characteristics of the soil, thereby eliminating unnecessary reinforcement works. Additionally, we accurately measure the ground deformation coefficient through in-situ lateral loading tests (LLT), review excessive lateral reinforcement designs, and integrate and cross-verify our proprietary database "GEODAS" with field measurement values to construct high-precision structural evidence. While perfectly ensuring structural safety, we significantly reduce unnecessary foundation construction costs and material expenses, strongly assisting in maximizing the cost performance of the entire construction project.
Inquire About This Product
basic information
We precisely measure the depth of the supporting layer and the N-value distribution using a deep drilling machine and standard penetration test equipment. For alluvial clay layers, we use undisturbed sample collection tools and conduct laboratory stage loading consolidation tests in accordance with JIS A 1217 to empirically determine the consolidation yield stress (Pc) and compression index (Cc). Furthermore, we calculate the lateral deformation coefficient of the ground using an in-situ lateral loading test (LLT) device that utilizes the borehole. The results of these measurements are analyzed and corrected in the comprehensive ground data database GEODAS, and we prepare and deliver a technical report with clear evidence that eliminates excessive reinforcement.
Price range
Delivery Time
Applications/Examples of results
This helps in the design verification to prevent cost inflation due to excessive pile lengths or unnecessary deep ground improvement in the construction of new data centers and large server buildings. It is optimal for selecting appropriate foundation pile lengths and diameters that match the actual soil bearing capacity, considering design changes to direct foundations, and obtaining actual measurement evidence of soil constants in structural calculation documents. Additionally, it can be utilized as a B2B professional survey solution to reduce construction costs through the review of excessive safety factors, facilitate confirmation reviews and structural compatibility assessments, and optimize the overall project budget.
catalog(3)
Download All Catalogs
Company information
-



![Ground reinforcement construction [Performance certification method] RES-P method](https://image.www.ipros.com/public/product/image/321794/IPROS6263428337976322716.png?w=280&h=280)

