Description
HMP SON Sebuah Tools Soil Investigation Untuk DCP (Dynamic Cone Penetration), SPT (Standard Penetration Test) & Pengambilan Sample Tanah (Soil Sampling) Dalam Satu Sistem
Soil investigation yang tadinya merupakan sesuatu yang terkesan pekerjaan kasar, membutuhkan banyak tenaga kerja, menghabiskan banyak waktu dan space yang besar sehingga sulit/mahal dalam pengangkutan (transportasi alat).
Tapi sekarang, sudah berubah menjadi lebih sederhana, bisa dilakukan oleh satu operator, space yang ringkas, serta *pengukuran yang cepat & otomatis menggunakan HMP-SON.
Kelebihan HMP SON untuk Soil Investigation:
✅Mencatat dan mengevaluasi nilai ukur tanpa kesalahan.
✅Menghemat waktu karena menggunakan sistem otomatis.
✅Hasil pengukuran bisa langsung print atau cetak di tempat.
✅Mencatat dan menyimpan jumlah pukulan per kedalaman penetrasi 10 cm
✅Mudah Dipasang dan Dioperasikan
Tools Soil Investigation HMP SON ini sesuai standar EN ISO 22 476-2.
Application
Dynamic probing acc. to DIN EN ISO 22476-2 is used for subsoil investigation and provides information about the bulk density of the existing soil layers. It supplies important hints on excavation resistance and possible settlements.
A distinction is made between heavy dynamic probing (DPH), medium dynamic probing (DPM) and light dynamic probing (DPL).
During dynamic probing, the probing rod, equipped with a tip and a defined cross-section, are driven into the soil by means of a standardized, constant impact THE DYNAMIC PROBING force. The penetration resistance provides a precise statement on the soil stability.
The weight (ram) is lifted again by means of compressed air in the case of pneumatic penetrometer and by means of a chain hoist in the case of me-chanical penetrometer.
The penetration resistance results from the number of impacts, which is re-quired to ram the probe to a defined penetration depth.
The number of impacts per 10 cm is inserted in proportion to depth in the probing graph. No samples are taken during this measurement.
The weight (ram) is lifted again by means of compressed air in the case of pneumatic penetrometer and by means of a chain hoist in the case of me-chanical penetrometer.
The penetration resistance results from the number of impacts, which is re-quired to ram the probe to a defined penetration depth.The number of impacts per 10 cm is inserted in proportion to depth in the probing graph. No samples are taken during this measurement.
Areas of application- Determination of layer boundaries during examination of subsoil for buildings, bridges, roads and other construction projects
- Verification of compaction work and fills
- Determining the bedding conditions of non-
cohesive soils
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