Lombok Soil Test = Sondir (Cone Penetration Test/CPT)

Cara uji penetrasi lapangan dengan alat sondir

Standar ini menetapkan cara uji penetrasi lapangan dengan alat sondir, untuk memperoleh parameter-parameter perlawanan penetrasi lapisan tanah di lapangan, dengan alat sondir (penetrasi quasi statik). Parameter tersebut berupa perlawanan konus (qc), perlawanan geser (fs), angka banding geser (Rf), dan geseran total tanah (Tf), yang dapat digunakan untuk interpretasi perlapisan tanah yang merupakan bagian dari desain fondasi.

Standar ini menguraikan tentang prinsip-prinsip cara uji penetrasi lapangan dengan alat sondir meliputi: sistem peralatan uji penetrasi di lapangan dan perlengkapan lainnya; persyaratan peralatan dan pengujian; cara uji; perhitungan parameter perlawanan penetrasi lapisan tanah; laporan uji; dan contoh uji. Cara uji ini berlaku baik untuk alat penetrasi konus tunggal maupun ganda yang ditekan secara mekanik (hidraulik).

Untuk layanan jasa sondir bisa menghubungi :

Edi@supriyanto.web.id

+6281338718071

Soil Investigation Lombok

Most new buildings require a soil investigation for the design of foundations and other soil-related aspects of construction. A soil investigation is also usually needed to satisfy the requirements of the City or County building department.  A soil investigation is different from a geologic investigation, which may be necessary if the property is located in a landslide or unstable hillside area, has an earthquake fault running through or near it, or has other, known, geologic problems.

For more information contact :

Zakky : +6281338718071

Email : edi@supriyanto.web.id

Soil Test Lombok

Investigation of soil is of paramount importance in any construction project. In most developed countries soil study for the projects on the development of roots is required, and is performed by expert laboratories.

• Sondir | Cone Penetration Test (CPT)
• Standard Penetration Test (SPT)
• Direct Shear
• Unconfined Compresstion Test (UCT)

For more information contact :

Zakky : +6281338718071

Email : edi@supriyanto.web.id