This document contains a list of references used for a soil mechanics report from 2017. The references are links to blog posts and academic articles about soil consolidation, unconfined compression tests, unconsolidated-undrained triaxial tests, and direct shear tests on soil. The list provides sources of information on soil strength testing methods that were likely consulted when writing the soil mechanics report.
Dokumen ini membahas percobaan California Bearing Ratio (CBR) di laboratorium untuk menentukan nilai CBR dari contoh tanah. Percobaan melibatkan pemadatan tanah, aplikasi beban, dan pengukuran penetrasi. Hasil percobaan digunakan untuk menghitung nilai CBR berdasarkan hubungan antara tekanan dan penetrasi.
1. Dokumen menjelaskan tujuan dan prosedur uji tekanan bebas tanah, termasuk pengukuran kuat tekan tanah, persiapan sampel, pelaksanaan uji, dan perhitungan hasil.
2. Uji ini digunakan untuk menentukan kuat tekan tanah kohesif dengan mengukur tekanan maksimum tanpa kendali sampai sampel retak atau mengalami pendekatan 20%.
3. Hasil uji menunjukkan kuat tekan 1,39878 kg/cm
This document contains a list of references used for a soil mechanics report from 2017. The references are links to blog posts and academic articles about soil consolidation, unconfined compression tests, unconsolidated-undrained triaxial tests, and direct shear tests on soil. The list provides sources of information on soil strength testing methods that were likely consulted when writing the soil mechanics report.
Dokumen ini membahas percobaan California Bearing Ratio (CBR) di laboratorium untuk menentukan nilai CBR dari contoh tanah. Percobaan melibatkan pemadatan tanah, aplikasi beban, dan pengukuran penetrasi. Hasil percobaan digunakan untuk menghitung nilai CBR berdasarkan hubungan antara tekanan dan penetrasi.
1. Dokumen menjelaskan tujuan dan prosedur uji tekanan bebas tanah, termasuk pengukuran kuat tekan tanah, persiapan sampel, pelaksanaan uji, dan perhitungan hasil.
2. Uji ini digunakan untuk menentukan kuat tekan tanah kohesif dengan mengukur tekanan maksimum tanpa kendali sampai sampel retak atau mengalami pendekatan 20%.
3. Hasil uji menunjukkan kuat tekan 1,39878 kg/cm
Dokumen tersebut membahas tentang percobaan sondir (cone penetration) untuk mengetahui perlawanan penetrasi konus dan hambatan lekat tanah. Terdapat penjelasan mengenai alat dan prosedur percobaan, perhitungan hasil percobaan, serta analisis daya dukung tanah berdasarkan hasil sondir."
This document is a lab attendance card for a Soil Mechanics II practical course. It lists the name of the teaching assistant Marsudi Utomo and his student ID number. It also contains a table with the student ID numbers and names of the students in group 17, along with columns to record their attendance, marked by date and signature.
This 3-sentence summary provides the key details about the document:
The document is a laboratory report for Soil Mechanics II from the Faculty of Engineering at Tanjungpura University in Pontianak in 2018. It was supervised by Dr. Ir. Abubakar Alwi and Marsudi Utomo, and was completed by six students: Antonius Giovanni, Dara Ambro Delima, Selinurjanah, Nico Hendrawan P.P., Gina Wulansky, and Abdillah. The report discusses the practical work done in the Soil Mechanics II course.
Dokumen tersebut membahas tentang percobaan sondir (cone penetration) untuk mengetahui perlawanan penetrasi konus dan hambatan lekat tanah. Terdapat penjelasan mengenai alat dan prosedur percobaan, perhitungan hasil percobaan, serta analisis daya dukung tanah berdasarkan hasil sondir."
This document is a lab attendance card for a Soil Mechanics II practical course. It lists the name of the teaching assistant Marsudi Utomo and his student ID number. It also contains a table with the student ID numbers and names of the students in group 17, along with columns to record their attendance, marked by date and signature.
This 3-sentence summary provides the key details about the document:
The document is a laboratory report for Soil Mechanics II from the Faculty of Engineering at Tanjungpura University in Pontianak in 2018. It was supervised by Dr. Ir. Abubakar Alwi and Marsudi Utomo, and was completed by six students: Antonius Giovanni, Dara Ambro Delima, Selinurjanah, Nico Hendrawan P.P., Gina Wulansky, and Abdillah. The report discusses the practical work done in the Soil Mechanics II course.
1. v
DAFTAR TABEL
Tabel I.1 Pembacaan Sondir....................................................................................... 4
Tabel I.2 Nilai Qc dan TF untuk Beberapa Kedalaman............................................. 8
Tabel I.3 Rekapitulasi Daya Dukung Tiang untuk Penampang Segi Delapan........... 12
Tabel I.4 Rekapitulasi Daya Dukung Tiang untuk Penampang Lingkaran................ 14
Tabel.II.1 Tingkatan Daya Dukung Tanah................................................................. 18
Tabel.II.2 Pembacaan Percobaan Tekanan Bebas...................................................... 19
Tabel III.1 Hasil Percobaan Geser Langsung............................................................. 25
Tabel III.2 Tegangan Normal dan Tegangan Geser ................................................... 27
Tabel III.3 Pembacaan Pmax ..................................................................................... 27
Tabel IV.1 Hasil Percobaan Konsolidasi ................................................................... 37
Tabel IV.2 Data Sampel Tanah Sebelum dan Sesudah Percobaan ............................ 41
Tabel IV.3 Data Hasil Perhitungan Percobaan Konsolidasi ...................................... 42
Tabel V.1 Hasil Percobaan Triaxial........................................................................... 51
Tabel V.2 Perhitungan Lingkaran Mohr .................................................................... 53
Tabel VI.1 Data Hasil Perhitungan Percobaan Pemeriksaan Kepadatan .................. 57
Tabel VII.1 Data Hasil Perhitungan Percobaan CBR Laboratorium ......................... 62
Tabel VIII.1 Pemeriksaan Kepadatan Tanah Lapangan............................................. 69