A drilled pile — also called a bored pile or drilled shaft — is a cast-in-place foundation element. A cylindrical hole is bored to the required depth, a reinforcing steel cage is lowered in, and concrete is poured to form the pile. Temporary casing or support fluid may be used to stabilize the borehole in loose or water-bearing soils. Drilled piles are widely used in urban construction, high-rise buildings, and projects requiring large-diameter or very deep foundations.
A driven steel pipe pile is a prefabricated steel tube installed by hammering or vibrating it directly into the ground until it reaches the design depth or achieves the specified driving resistance. Available in a wide range of diameters and wall thicknesses, driven steel pipe piles are a standard solution for bridges, marine structures, port facilities, and large-scale infrastructure projects.
Driven piles perform particularly well in soft to medium-dense soils where soil displacement improves stability. The driving process compacts granular soils, increasing bearing capacity through densification, and is highly effective in sand, gravel, and soft rock. However, in very dense soils or hard rock, pre-drilling may be required to achieve the specified design depth.
Drilled piles excel in challenging soil conditions, such as soft or loose soils, and are often preferred for projects requiring very deep foundations or large-diameter elements. They can accommodate varying soil profiles and are less affected by groundwater compared to driven piles.
Driven piles install significantly faster than drilled piles. Since they are pre-fabricated and require no curing time, contractors can install them sequentially without delay. In suitable soil conditions, driven pile installation can significantly reduce construction time compared to drilled shafts in similar environments.
Drilled piles involve multiple steps: excavation, casing or fluid stabilization, reinforcement cage placement, and concrete pouring. Concrete requires curing time before the pile can be loaded, making the overall process considerably slower than driven piling.
Driven steel pipe piles develop capacity through a combination of shaft friction and end-bearing resistance. Because pile driving displaces and densifies the surrounding soil, load capacity can often be mobilized efficiently during installation.
Drilled piles can also achieve high load capacities and are often selected when very large diameters are required. In some applications, a single large-diameter drilled shaft may support loads that would otherwise require multiple driven piles.
As a result, driven steel pipe piles are commonly favored for bridges, marine structures, and large infrastructure projects, while drilled piles are often used when large individual foundation elements are needed.
Driven steel pipe piles are often more economical for projects involving large numbers of piles, particularly when installation productivity is a major consideration. The absence of spoil removal and the ability to begin subsequent construction activities immediately after installation can also reduce overall project costs.
Drilled piles generally require more excavation, spoil handling, and concrete placement, which may increase construction time and cost. However, in urban environments where noise and vibration restrictions apply, drilled piles can sometimes provide a more practical solution despite their higher installation cost.
On sites adjacent to sensitive structures or in dense urban areas, noise and vibration often become the deciding factor between the two methods. Drilled piles generate minimal noise and vibration, making them ideal for urban construction, sites adjacent to sensitive structures, or projects with strict environmental requirements. Pile hammering, in contrast, produces high noise levels—impact hammers, for instance, can easily exceed local regulatory limits—and generates significant ground vibrations.
That said, modern driven pile technology has advanced considerably. Enclosed hydraulic hammers are now available to minimize noise disturbance, and vibratory hammers offer quieter operation than traditional impact hammers. In situations where noise and vibration cannot be avoided, mitigation measures such as pre-drilling or reduced-energy driving can be implemented.
Steel pipe piles offer exceptional axial load capacity and bending resistance. Manufactured to ASTM A252 standards (Grades 1, 2, or 3) or API 5L specifications, they provide consistent yield and tensile strengths suited to demanding structural applications. Their circular cross-section provides equal resistance to lateral loads from any direction, and the hollow core can be filled with concrete for additional capacity.
Driven steel pipe piles can be installed using impact hammers, vibratory hammers, or hydraulic power systems. They displace soil during installation — compacting surrounding ground rather than removing it — which can significantly reduce construction time compared to drilled shafts in suitable soil conditions.
Steel pipe piles are widely used in deep foundations for bridges, marine structures, offshore platforms, high-rise buildings, and industrial facilities. Large-diameter driven steel pipe piles remain a preferred solution for harbor and bridge foundation work because they combine strength, adaptability, and proven durability.
Longitudinal Submerged Arc Welded (LSAW) pipes are formed from individual steel plates using JCOE or UOE processes. The weld seam runs straight and parallel to the pipe axis, creating a consistent weld geometry and high structural rigidity.

Key specifications:
Spiral Submerged Arc Welded (SSAW) pipes are manufactured from continuous steel coils formed into a spiral shape. The helical weld seam wraps around the pipe at an angle, providing better adaptability to uneven ground movement and lower manufacturing costs.

Key specifications:
Load requirements: For high-load, critical infrastructure such as offshore wind or heavy bridges, LSAW offers superior rigidity and weld integrity. For moderate loads or large-diameter marine projects, SSAW provides a cost-effective alternative.
Ground conditions: In soft soil foundations with potential for differential settlement, SSAW’s helical seam distributes stress more evenly, offering better adaptability to ground movement. For stable, high-pressure applications, LSAW’s straight seam provides greater structural rigidity.
Diameter and wall thickness: LSAW can achieve heavier wall thicknesses (up to 60 mm) essential for deep-water or high-load environments. SSAW is more economical for very large diameters (up to 100″) where heavy walls are not required.
Budget and schedule: SSAW is significantly more economical than LSAW for comparable diameters, making it the practical choice for cost-sensitive projects where heavy wall thickness is not a requirement.
The choice between drilled piles and driven steel pipe piles usually comes down to two questions: what does the ground look like, and what does the site allow?
In open sites with soft to medium-dense soils and tight schedules, driven steel pipe piles are hard to beat. In urban environments or challenging ground conditions, drilled piles offer the control that driven methods can’t.
Once you’ve made that call, pipe specification — LSAW for high-load critical applications, SSAW for large-diameter cost-sensitive work — follows naturally from the same project constraints.
When in doubt, let the geotechnical report decide. It usually does.
Предоставьте нам детали вашего проекта (например, применение, спецификации, количество). Наша опытная команда предложит индивидуальное решение и конкурентоспособное предложение в течение 24 рабочих часов.
Мы неуклонно следуем своей миссии, внедряя инновации, чтобы предоставлять клиентам исключительные продукты и услуги, обеспечивать сотрудникам возможности для трансформационного роста и создавать устойчивые ценности для общества.