ANALISIS DAYA DUKUNG TANAH PEMBANGUNAN PONDOK PESANTREN RIBAT AS SYA’ADI TAEH BARUAH KABUPATEN LIMA PULUH KOTA

Hanifah Asnur, Rini Yunita, Dilson Dilson

Sari


The topography of the Regency of Fifty Cities which varies between flat, undulating and hilly is one of the factors that can cause foundation failure if there is no proper foundation type planning. The construction of the Ribath As Sa'ady Islamic Boarding School is one of the objectives of the RPJP (Long Term Development Plan) of Fifty Cities Regency, namely DP IV (settlement development area). To assist the government in realizing the RPJP, it is necessary to analyze the carrying capacity of the soil to determine the type of foundation that is suitable so that construction failure does not occur. This study uses the CPT (Cone Penetration Test)/sondir test to obtain the Conus Resistance Value (NK) parameter in Kg/cm2 units, and the amount of adhesive resistance (JHP) in Kg/cm units. The two parameters above are recorded for every 20 cm interval to a depth where the NK value is 160 kg / cm2, with a maximum depth limit of 13.80 m from the local soil surface, the recommended type of foundation is the type of deep foundation (Bore Pile)

Teks Lengkap:

PDF

Referensi


F. Fahriani and Y. Apriyanti, “Daya Dukung dan Penurunan Pondasi pada Pesisir Pantai Timur Kabupaten Bangka,” Bentang Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil, volume 8, no. 1, pp. 38–47, Januari 2020,

T. Darlina and A. B. Nusa, “Pengaruh Daya Dukung Pondasi Tiang Pancang Pada Proyek Pembangunan GIS ( Gas Insulated Switch Gear ) Di Kecamatan Payung Sekaki Pekanbaru,” Buletin Utama Teknik vol. 14, no. 1, pp. 41–47, September 2018,

H. T. Wibowo, “Analisis Hasil Pengujian Sondir Untuk Mengetahui Peningkatan Kekuatan Tanah Sangat Lunak Di Lokasi Gate House, dalam pekerjaan Grouting At Semarang Pumping Station & Retarding Pond” Geological Engineering. https://ejournal3.undip.ac.id/index.php/geologi/article/view/5845

K. Prayogo and H. Saptowati, “Penyelidikan Struktur Dan Karakteristik Tanah Untuk Desain Pondasi Iradiator Gamma Kapasitas 2 MCi,” Jurnal Perangkat Nuklir vol. 10, no. 1 , 2016.

Maimunah and S. Burmansyah, “Pemetaan Nilai Konus Berdasarkan Data Cone Penetration Test Menggunakan Program Arcgis versi 10 .5 di Kecamatan Salang, Kabupaten Simeulue,Provinsi Aceh” Jurnal Teknik Sipil, vol. 7, no. 2 Desember 2018, pp. 59–68.

B. R. Hidayat et al., “Pemetaan Daya Dukung Fondasi Dangkal di Wilayah Universitas Jember Berbasis CPT ( Cone Penetration Test )” Jurnal Rekayasa Sipil vol. 14, no. 3, pp. 179–186, 2020.

S. Bahri, M. R. Razali, and K. A. Elsandy, “Pemetaan Daya Dukung Tanah Untuk Pondasi Dangkal“ Jurnal Inersia Volume 8 No.1 April 2016 Email : inersia@unib.ac.id .

Ukiman, S. Utomo et al., “Alat Uji Sondir,” Bangun Rekaprima vol. 3, no 2 pp. 57–63, 2017.




DOI: https://doi.org/10.33559/eoj.v4i4.1179

Refbacks

  • Saat ini tidak ada refbacks.


Jumlah Kunjungan

Negara Pengunjung

Flag Counter

Lisensi Creative Commons
Ciptaan disebarluaskan di bawah Lisensi Creative Commons Atribusi 4.0 Internasional.